Testing 1

ACI 318-05/IBC 2003Concrete Frame Design Report

Prepared by

Model Name: etab 9 commercial bldg.edb

8 February 2016

ETABS® v9.7.4 Concrete Frame Design Design Summary OutputACI 318-05/IBC 2003 Units: KN-m

Concrete Column Design - P-M-M Interaction & Shear DesignConcrete Column Design - P-M-M Interaction & Shear Design

Story Column Section Column PMM Ratio Flexural Shear22 Shear33

Level Line Name End or Rebar % Rebar Area Rebar Area Rebar Area

ROOF C1 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C1 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C1 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C1 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C1 1C350X350 Top 1.000% 0.001 2.917E-04 0.000

GRD C1 1C350X350 Bottom 1.000% 0.001 2.917E-04 0.000

ROOF C2 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C2 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C2 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C2 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C2 1C350X350 Top 1.000% 0.001 0.000 2.917E-04

GRD C2 1C350X350 Bottom 1.000% 0.001 0.000 2.917E-04

ROOF C3 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C3 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C3 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C3 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C3 1C350X350 Top 1.000% 0.001 0.000 2.917E-04

GRD C3 1C350X350 Bottom 1.000% 0.001 0.000 2.917E-04

ROOF C4 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C4 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C4 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C4 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C4 1C350X350 Top 1.000% 0.001 0.000 2.917E-04

GRD C4 1C350X350 Bottom 1.000% 0.001 0.000 2.917E-04

ROOF C5 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C5 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C5 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C5 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C5 1C350X350 Top 1.000% 0.001 0.000 2.917E-04

GRD C5 1C350X350 Bottom 1.000% 0.001 0.000 2.917E-04

ROOF C6 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C6 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C6 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C6 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C6 1C350X350 Top 1.000% 0.001 0.000 2.917E-04

GRD C6 1C350X350 Bottom 1.000% 0.001 0.000 2.917E-04

ROOF C7 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C7 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C7 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C7 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C7 1C350X350 Top 1.000% 0.001 0.000 0.000

GRD C7 1C350X350 Bottom 1.000% 0.001 0.000 0.000

ROOF C8 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C8 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C8 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C8 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C8 1C350X350 Top 1.000% 0.001 0.000 0.000

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GRD C8 1C350X350 Bottom 1.000% 0.001 0.000 0.000

ROOF C9 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C9 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C9 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C9 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C9 1C350X350 Top 1.000% 0.001 0.000 0.000

GRD C9 1C350X350 Bottom 1.000% 0.001 0.000 0.000

ROOF C10 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C10 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C10 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C10 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C10 1C350X350 Top 1.000% 0.001 0.000 2.917E-04

GRD C10 1C350X350 Bottom 1.000% 0.001 0.000 2.917E-04

ROOF C11 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C11 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C11 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C11 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C11 1C350X350 Top 1.000% 0.001 0.000 2.917E-04

GRD C11 1C350X350 Bottom 1.000% 0.001 0.000 2.917E-04

ROOF C12 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C12 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C12 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C12 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C12 1C350X350 Top 1.000% 0.001 0.000 2.917E-04

GRD C12 1C350X350 Bottom 1.000% 0.001 0.000 2.917E-04

ROOF C13 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C13 1C350X350 Bottom 1.009% 0.001 0.000 0.000

2ND C13 1C350X350 Top 1.000% 0.001 2.917E-04 0.000

2ND C13 1C350X350 Bottom 1.000% 0.001 2.917E-04 0.000

GRD C13 1C350X350 Top 1.000% 0.001 2.917E-04 0.000

GRD C13 1C350X350 Bottom 1.000% 0.001 2.917E-04 0.000

ROOF C14 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C14 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C14 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C14 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C14 1C350X350 Top 1.000% 0.001 2.917E-04 0.000

GRD C14 1C350X350 Bottom 1.000% 0.001 2.917E-04 0.000

ROOF C15 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C15 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C15 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C15 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C15 1C350X350 Top 1.000% 0.001 2.917E-04 0.000

GRD C15 1C350X350 Bottom 1.000% 0.001 2.917E-04 0.000

ROOF C16 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C16 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C16 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C16 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C16 1C350X350 Top 1.000% 0.001 0.000 2.917E-04

GRD C16 1C350X350 Bottom 1.000% 0.001 0.000 2.917E-04

ROOF C17 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C17 1C350X350 Bottom 1.000% 0.001 0.000 0.000

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2ND C17 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C17 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C17 1C350X350 Top 1.000% 0.001 0.000 2.917E-04

GRD C17 1C350X350 Bottom 1.000% 0.001 0.000 2.917E-04

ROOF C18 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C18 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C18 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C18 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C18 1C350X350 Top 1.000% 0.001 0.000 2.917E-04

GRD C18 1C350X350 Bottom 1.000% 0.001 0.000 2.917E-04

ROOF C19 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C19 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C19 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C19 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C19 1C350X350 Top 1.000% 0.001 0.000 2.917E-04

GRD C19 1C350X350 Bottom 1.000% 0.001 0.000 2.917E-04

ROOF C20 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C20 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C20 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C20 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C20 1C350X350 Top 1.000% 0.001 0.000 2.917E-04

GRD C20 1C350X350 Bottom 1.000% 0.001 0.000 2.917E-04

ROOF C21 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C21 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C21 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C21 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C21 1C350X350 Top 1.000% 0.001 0.000 2.917E-04

GRD C21 1C350X350 Bottom 1.000% 0.001 0.000 2.917E-04

ROOF C22 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C22 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C22 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C22 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C22 1C350X350 Top 1.000% 0.001 0.000 2.917E-04

GRD C22 1C350X350 Bottom 1.000% 0.001 0.000 2.917E-04

ROOF C23 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C23 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C23 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C23 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C23 1C350X350 Top 1.000% 0.001 0.000 2.917E-04

GRD C23 1C350X350 Bottom 1.000% 0.001 0.000 2.917E-04

ROOF C24 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C24 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C24 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C24 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C24 1C350X350 Top 1.000% 0.001 0.000 2.917E-04

GRD C24 1C350X350 Bottom 1.000% 0.001 0.000 2.917E-04

ROOF C25 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C25 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C25 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C25 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C25 1C350X350 Top 1.000% 0.001 0.000 2.917E-04

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GRD C25 1C350X350 Bottom 1.000% 0.001 0.000 2.917E-04

ROOF C26 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C26 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C26 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C26 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C26 1C350X350 Top 1.000% 0.001 0.000 0.000

GRD C26 1C350X350 Bottom 1.000% 0.001 0.000 0.000

ROOF C27 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C27 1C350X350 Bottom 1.083% 0.001 0.000 0.000

2ND C27 1C350X350 Top 1.000% 0.001 2.917E-04 0.000

2ND C27 1C350X350 Bottom 1.000% 0.001 2.917E-04 0.000

GRD C27 1C350X350 Top 1.000% 0.001 2.917E-04 0.000

GRD C27 1C350X350 Bottom 1.000% 0.001 2.917E-04 0.000

ROOF C28 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C28 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C28 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C28 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C28 1C350X350 Top 1.000% 0.001 0.000 0.000

GRD C28 1C350X350 Bottom 1.000% 0.001 0.000 0.000

ROOF C29 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C29 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C29 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C29 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C29 1C350X350 Top 1.000% 0.001 0.000 0.000

GRD C29 1C350X350 Bottom 1.000% 0.001 0.000 0.000

ROOF C30 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C30 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C30 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C30 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C30 1C350X350 Top 1.000% 0.001 0.000 0.000

GRD C30 1C350X350 Bottom 1.000% 0.001 0.000 0.000

ROOF C31 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C31 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C31 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C31 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C31 1C350X350 Top 1.000% 0.001 0.000 0.000

GRD C31 1C350X350 Bottom 1.000% 0.001 0.000 0.000

ROOF C32 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C32 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C32 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C32 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C32 1C350X350 Top 1.000% 0.001 0.000 0.000

GRD C32 1C350X350 Bottom 1.000% 0.001 0.000 0.000

ROOF C35 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C35 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C35 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C35 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C35 1C350X350 Top 1.000% 0.001 2.917E-04 2.917E-04

GRD C35 1C350X350 Bottom 1.000% 0.001 2.917E-04 2.917E-04

ROOF C36 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C36 1C350X350 Bottom 1.048% 0.001 0.000 0.000

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2ND C36 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C36 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C36 1C350X350 Top 1.000% 0.001 0.000 2.917E-04

GRD C36 1C350X350 Bottom 1.000% 0.001 0.000 2.917E-04

ROOF C37 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C37 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C37 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C37 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C37 1C350X350 Top 1.000% 0.001 0.000 0.000

GRD C37 1C350X350 Bottom 1.000% 0.001 0.000 0.000

ROOF C38 1C350X350 Top 1.000% 0.001 0.000 0.000

ROOF C38 1C350X350 Bottom 1.000% 0.001 0.000 0.000

2ND C38 1C350X350 Top 1.000% 0.001 0.000 0.000

2ND C38 1C350X350 Bottom 1.000% 0.001 0.000 0.000

GRD C38 1C350X350 Top 1.000% 0.001 0.000 0.000

GRD C38 1C350X350 Bottom 1.000% 0.001 0.000 0.000

ROOF C39 1C200X400 Top 1.000% 8.000E-04 0.000 0.000

ROOF C39 1C200X400 Bottom 1.000% 8.000E-04 0.000 0.000

2ND C39 1C200X400 Top 1.000% 8.000E-04 0.000 0.000

2ND C39 1C200X400 Bottom 1.000% 8.000E-04 0.000 0.000

GRD C39 1C200X400 Top 1.000% 8.000E-04 0.000 0.000

GRD C39 1C200X400 Bottom 1.000% 8.000E-04 0.000 0.000

ROOF C40 1C200X400 Top 1.000% 8.000E-04 0.000 0.000

ROOF C40 1C200X400 Bottom 1.000% 8.000E-04 0.000 0.000

2ND C40 1C200X400 Top 1.000% 8.000E-04 0.000 0.000

2ND C40 1C200X400 Bottom 1.000% 8.000E-04 0.000 0.000

GRD C40 1C200X400 Top 1.000% 8.000E-04 1.667E-04 0.000

GRD C40 1C200X400 Bottom 1.000% 8.000E-04 1.667E-04 0.000

Concrete Column Joint Design - Beam to Column D/C Ratios & Joint Shear CheckConcrete Column Joint Design - Beam to Column D/C Ratios & Joint Shear Check

Story Column Section (6/5)Beam-Column (6/5)Beam-Column Joint Shear Joint Shear

Level Line Name Ratio Major Ratio Minor Ratio Major Ratio Minor

ROOF C1 1C350X350

2ND C1 1C350X350

GRD C1 1C350X350

ROOF C2 1C350X350

2ND C2 1C350X350

GRD C2 1C350X350

ROOF C3 1C350X350

2ND C3 1C350X350

GRD C3 1C350X350

ROOF C4 1C350X350

2ND C4 1C350X350

GRD C4 1C350X350

ROOF C5 1C350X350

2ND C5 1C350X350

GRD C5 1C350X350

ROOF C6 1C350X350

2ND C6 1C350X350

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GRD C6 1C350X350

ROOF C7 1C350X350

2ND C7 1C350X350

GRD C7 1C350X350

ROOF C8 1C350X350

2ND C8 1C350X350

GRD C8 1C350X350

ROOF C9 1C350X350

2ND C9 1C350X350

GRD C9 1C350X350

ROOF C10 1C350X350

2ND C10 1C350X350

GRD C10 1C350X350

ROOF C11 1C350X350

2ND C11 1C350X350

GRD C11 1C350X350

ROOF C12 1C350X350

2ND C12 1C350X350

GRD C12 1C350X350

ROOF C13 1C350X350

2ND C13 1C350X350

GRD C13 1C350X350

ROOF C14 1C350X350

2ND C14 1C350X350

GRD C14 1C350X350

ROOF C15 1C350X350

2ND C15 1C350X350

GRD C15 1C350X350

ROOF C16 1C350X350

2ND C16 1C350X350

GRD C16 1C350X350

ROOF C17 1C350X350

2ND C17 1C350X350

GRD C17 1C350X350

ROOF C18 1C350X350

2ND C18 1C350X350

GRD C18 1C350X350

ROOF C19 1C350X350

2ND C19 1C350X350

GRD C19 1C350X350

ROOF C20 1C350X350

2ND C20 1C350X350

GRD C20 1C350X350

ROOF C21 1C350X350

2ND C21 1C350X350

GRD C21 1C350X350

ROOF C22 1C350X350

2ND C22 1C350X350

GRD C22 1C350X350

ROOF C23 1C350X350

2ND C23 1C350X350

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GRD C23 1C350X350

ROOF C24 1C350X350

2ND C24 1C350X350

GRD C24 1C350X350

ROOF C25 1C350X350

2ND C25 1C350X350

GRD C25 1C350X350

ROOF C26 1C350X350

2ND C26 1C350X350

GRD C26 1C350X350

ROOF C27 1C350X350

2ND C27 1C350X350

GRD C27 1C350X350

ROOF C28 1C350X350

2ND C28 1C350X350

GRD C28 1C350X350

ROOF C29 1C350X350

2ND C29 1C350X350

GRD C29 1C350X350

ROOF C30 1C350X350

2ND C30 1C350X350

GRD C30 1C350X350

ROOF C31 1C350X350

2ND C31 1C350X350

GRD C31 1C350X350

ROOF C32 1C350X350

2ND C32 1C350X350

GRD C32 1C350X350

ROOF C35 1C350X350

2ND C35 1C350X350

GRD C35 1C350X350

ROOF C36 1C350X350

2ND C36 1C350X350

GRD C36 1C350X350

ROOF C37 1C350X350

2ND C37 1C350X350

GRD C37 1C350X350

ROOF C38 1C350X350

2ND C38 1C350X350

GRD C38 1C350X350

ROOF C39 1C200X400

2ND C39 1C200X400

GRD C39 1C200X400

ROOF C40 1C200X400

2ND C40 1C200X400

GRD C40 1C200X400

Concrete Beam Design - Flexural & Shear Design Rebar AreasConcrete Beam Design - Flexural & Shear Design Rebar Areas

Story Beam Section Location Top Bottom Shear

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Level Bay Name Rebar Area Rebar Area Rebar Area

ROOF B2 1B200X300.2.78KN/M End-I 0.000 8.276E-05 O/S

ROOF B2 1B200X300.2.78KN/M Middle 8.316E-05 6.458E-05 O/S

ROOF B2 1B200X300.2.78KN/M End-J 1.989E-04 1.303E-04 O/S

ROOF B5 1B200X350.0.81KN/M End-I 0.000 1.511E-04 0.000

ROOF B5 1B200X350.0.81KN/M Middle 3.722E-05 8.156E-05 0.000

ROOF B5 1B200X350.0.81KN/M End-J 7.815E-05 3.888E-05 0.000

ROOF B6 1B200X300.2.78KN/M End-I 0.000 1.091E-04 0.000



ROOF B15 1B200X300.2.78KN/M End-I 5.742E-05 2.861E-05 0.000


ROOF B15 1B200X300.2.78KN/M End-J 0.000 4.009E-05 0.000




ROOF B17 1B200X300.2.78KN/M End-I 1.733E-04 1.750E-04 1.667E-04


ROOF B17 1B200X300.2.78KN/M End-J 3.356E-04 1.733E-04 1.667E-04


ROOF B22 1B200X300.2.78KN/M Middle 1.608E-04 7.615E-05 1.667E-04































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ROOF B194 1B200X350.0.81KN/M Middle 3.984E-05 6.653E-05 1.667E-04


























2ND B3 1B250X400.6.5KN/M End-I 8.818E-05 4.395E-05 0.000

2ND B3 1B250X400.6.5KN/M Middle 5.611E-05 2.194E-05 0.000

2ND B3 1B250X400.6.5KN/M End-J 6.473E-05 3.229E-05 0.000

2ND B4 1B250X400.6.5KN/M End-I 2.993E-04 1.479E-04 2.083E-04


2ND B4 1B250X400.6.5KN/M End-J 7.746E-05 3.862E-05 0.000


2ND B5 1B250X400.6.5KN/M Middle 9.392E-05 8.912E-05 2.083E-04

2ND B5 1B250X400.6.5KN/M End-J 0.000 6.363E-05 0.000

2ND B7 1B250X400.2.78KN/M End-I 0.001 5.218E-04 4.520E-04


2ND B7 1B250X400.2.78KN/M End-J 0.000 7.726E-05 2.144E-04

2ND B8 1B250X400.2.78KN/M End-I 0.001 6.004E-04 5.419E-04


Page 12


2ND B8 1B250X400.2.78KN/M End-J 0.000 3.959E-05 3.066E-04



2ND B9 1B250X400.2.78KN/M End-J 9.427E-06 4.712E-06 2.083E-04




2ND B11 1B250X400.2.78KN/M End-I 0.001 5.970E-04 5.253E-04


2ND B11 1B250X400.2.78KN/M End-J 0.000 2.044E-05 2.900E-04

2ND B12 1B250X400.2.78KN/M End-I 0.001 5.978E-04 5.158E-04


2ND B12 1B250X400.2.78KN/M End-J 0.000 1.443E-06 2.782E-04

2ND B13 1B250X400.2.78KN/M End-I 0.001 6.111E-04 5.678E-04


2ND B13 1B250X400.2.78KN/M End-J 0.000 5.728E-05 3.326E-04

2ND B14 1B250X400.2.78KN/M End-I 5.729E-04 3.000E-04 0.000


2ND B14 1B250X400.2.78KN/M End-J 5.713E-05 2.851E-05 0.000

2ND B22 1B250X400.6.5KN/M End-I 0.001 5.363E-04 7.753E-04


2ND B22 1B250X400.6.5KN/M End-J 0.000 6.493E-04 3.164E-04

2ND B24 1B250X400.6.5KN/M End-I 3.100E-04 2.034E-04 0.000

2ND B24 1B250X400.6.5KN/M Middle 1.009E-04 1.302E-04 O/S

2ND B24 1B250X400.6.5KN/M End-J 2.975E-04 1.471E-04 O/S

2ND B30 1B250X400.6.5KN/M End-I 8.373E-05 4.174E-05 0.000


2ND B30 1B250X400.6.5KN/M End-J 1.351E-04 6.720E-05 0.000
























Page 13






2ND B56 1B250X400.6.5KN/M End-I 4.710E-04 3.000E-04 0.000





2ND B57 1B250X400.6.5KN/M End-J 1.434E-04 1.705E-04 0.000




2ND B77 1B250X400.6.5KN/M End-I 3.000E-04 1.966E-04 0.000





2ND B82 1B250X400.6.5KN/M End-J 3.000E-04 1.883E-04 0.000

2ND B86 1B250X400.6.5KN/M End-I 7.847E-04 3.761E-04 O/S


2ND B86 1B250X400.6.5KN/M End-J 0.000 2.493E-04 O/S

2ND B87 1B250X400.6.5KN/M End-I 2.510E-04 5.498E-04 0.000












2ND B96 1B250X400.4KN/M End-I 1.262E-04 2.112E-04 0.000

2ND B96 1B250X400.4KN/M Middle 1.262E-04 3.089E-04 0.000

2ND B96 1B250X400.4KN/M End-J 3.900E-04 2.548E-04 0.000

2ND B97 1B250X400.4KN/M End-I 3.852E-04 2.518E-04 2.083E-04


2ND B97 1B250X400.4KN/M End-J 3.737E-04 2.444E-04 2.083E-04







2ND B100 1B250X400.4KN/M End-I 3.000E-04 1.718E-04 0.000


2ND B100 1B250X400.4KN/M End-J 3.000E-04 1.728E-04 0.000



Page 14






2ND B103 1B250X400.4KN/M End-I 3.000E-04 1.696E-04 0.000


2ND B103 1B250X400.4KN/M End-J 4.531E-04 2.950E-04 0.000

2ND B104 1B250X400.6.5KN/M End-I 0.002 8.748E-04 O/S



2ND B105 1B250X400.6.5KN/M End-I 2.760E-04 5.950E-04 O/S





2ND B107 1B250X400.6.5KN/M End-J 1.883E-04 5.912E-04 0.000

2ND B108 1B250X400.6.5KN/M End-I 2.314E-04 5.878E-04 0.000





2ND B109 1B250X400.6.5KN/M End-J 2.225E-04 5.664E-04 0.000

2ND B110 1B250X400.6.5KN/M End-I 2.235E-04 5.665E-04 0.000





2ND B111 1B250X400.6.5KN/M End-J 2.207E-04 5.690E-04 0.000

2ND B112 1B250X400.6.5KN/M End-I 2.241E-04 5.688E-04 0.000





2ND B113 1B250X400.6.5KN/M End-J 2.211E-04 5.645E-04 0.000

2ND B114 1B250X400.6.5KN/M End-I 1.813E-04 5.671E-04 0.000





2ND B115 1B250X400.6.5KN/M End-J 1.810E-04 5.667E-04 0.000

2ND B116 1B250X400.6.5KN/M End-I 2.222E-04 5.638E-04 0.000





2ND B117 1B250X400.6.5KN/M End-J 2.248E-04 5.730E-04 0.000

2ND B118 1B250X400.6.5KN/M End-I 2.182E-04 5.729E-04 0.000





Page 15


2ND B119 1B250X400.6.5KN/M End-J 2.110E-04 5.330E-04 0.000

2ND B120 1B250X400.6.5KN/M End-I 2.567E-04 5.339E-04 0.000





2ND B121 1B250X400.6.5KN/M End-J 1.508E-04 3.149E-04 0.000

2ND B122 1B250X400.6.5KN/M End-I 1.125E-04 3.201E-04 0.000


2ND B122 1B250X400.6.5KN/M End-J 3.465E-04 2.269E-04 0.000

2ND B123 1B250X400.6.5KN/M End-I 3.505E-04 2.295E-04 0.000


2ND B123 1B250X400.6.5KN/M End-J 1.138E-04 2.946E-04 0.000

2ND B124 1B250X400.6.5KN/M End-I 1.317E-04 2.954E-04 0.000


2ND B124 1B250X400.6.5KN/M End-J 4.076E-04 2.661E-04 0.000

2ND B125 1B250X400.6.5KN/M End-I 4.026E-04 2.629E-04 0.000


2ND B125 1B250X400.6.5KN/M End-J 1.302E-04 2.923E-04 0.000

2ND B126 1B250X400.6.5KN/M End-I 1.121E-04 2.909E-04 0.000


2ND B126 1B250X400.6.5KN/M End-J 3.451E-04 2.261E-04 0.000




2ND B128 1B250X400.6.5KN/M End-I 2.745E-04 8.387E-04 0.000





2ND B129 1B250X400.6.5KN/M End-J 1.717E-04 5.369E-04 0.000

2ND B130 1B250X400.6.5KN/M End-I 2.016E-04 5.368E-04 0.000





2ND B131 1B250X400.6.5KN/M End-J 2.022E-04 5.368E-04 0.000

2ND B132 1B250X400.6.5KN/M End-I 1.717E-04 5.367E-04 0.000



2ND B133 1B250X400.4KN/M End-I 0.001 4.792E-04 6.982E-04

2ND B133 1B250X400.4KN/M Middle 3.043E-04 6.672E-04 6.014E-04

2ND B133 1B250X400.4KN/M End-J 3.043E-04 0.001 2.083E-04

2ND B134 1B250X400.4KN/M End-I 3.407E-04 0.001 3.418E-04


2ND B134 1B250X400.4KN/M End-J 0.002 7.077E-04 8.775E-04

2ND B135 1B250X400.4KN/M End-I 0.001 6.855E-04 8.281E-04


2ND B135 1B250X400.4KN/M End-J 3.304E-04 0.001 2.722E-04

2ND B136 1B250X400.4KN/M End-I 3.297E-04 0.001 2.710E-04


Page 16


2ND B136 1B250X400.4KN/M End-J 0.001 6.839E-04 8.269E-04

2ND B137 1B250X400.4KN/M End-I 0.001 6.784E-04 8.239E-04


2ND B137 1B250X400.4KN/M End-J 3.271E-04 0.001 2.679E-04

2ND B138 1B250X400.4KN/M End-I 3.319E-04 0.001 2.755E-04


2ND B138 1B250X400.4KN/M End-J 0.002 6.887E-04 8.315E-04

2ND B139 1B250X400.4KN/M End-I 0.001 6.849E-04 8.494E-04


2ND B139 1B250X400.4KN/M End-J 3.301E-04 0.001 3.137E-04

2ND B140 1B250X400.4KN/M End-I 3.000E-04 0.001 2.083E-04


2ND B140 1B250X400.4KN/M End-J 0.001 5.331E-04 7.307E-04

2ND B141 1B250X400.4KN/M End-I 0.001 5.298E-04 7.278E-04


2ND B141 1B250X400.4KN/M End-J 3.000E-04 0.001 2.083E-04

2ND B142 1B250X400.4KN/M End-I 3.322E-04 0.001 3.169E-04


2ND B142 1B250X400.4KN/M End-J 0.002 6.894E-04 8.525E-04

2ND B143 1B250X400.4KN/M End-I 0.002 6.860E-04 8.308E-04


2ND B143 1B250X400.4KN/M End-J 3.307E-04 0.001 2.748E-04

2ND B144 1B250X400.4KN/M End-I 3.280E-04 0.001 2.706E-04


2ND B144 1B250X400.4KN/M End-J 0.001 6.803E-04 8.266E-04

2ND B145 1B250X400.4KN/M End-I 0.001 6.725E-04 8.145E-04


2ND B145 1B250X400.4KN/M End-J 3.244E-04 0.001 2.585E-04

2ND B146 1B250X400.4KN/M End-I 3.492E-04 0.001 2.978E-04


2ND B146 1B250X400.4KN/M End-J 0.002 7.261E-04 8.538E-04

2ND B147 1B250X400.4KN/M End-I 0.002 8.983E-04 0.001


2ND B147 1B250X400.4KN/M End-J 4.275E-04 0.002 5.054E-04

2ND B148 1B250X400.4KN/M End-I 3.511E-04 0.002 O/S

2ND B148 1B250X400.4KN/M Middle 3.511E-04 9.898E-04 O/S

2ND B148 1B250X400.4KN/M End-J 7.196E-04 3.511E-04 O/S

2ND B149 1B250X400.4KN/M End-I 5.702E-04 3.000E-04 O/S


2ND B149 1B250X400.4KN/M End-J 2.195E-04 6.952E-04 0.000












Page 17





















2ND B160 1B250X400.4KN/M End-I 2.612E-04 6.638E-04 0.000






2ND B162 1B250X400.4KN/M End-I 2.682E-04 6.454E-04 0.000





2ND B163 1B250X400.4KN/M End-J 2.888E-04 7.790E-04 0.000

2ND B164 1B250X400.4KN/M End-I 3.000E-04 8.210E-04 0.000



2ND B165 1B250X400.4KN/M End-I 0.001 5.452E-04 O/S


2ND B165 1B250X400.4KN/M End-J 3.000E-04 0.001 4.044E-05



2ND B166 1B250X400.4KN/M End-J 0.001 5.611E-04 O/S

2ND B167 1B250X400.4KN/M End-I 0.001 5.511E-04 5.827E-04


2ND B167 1B250X400.4KN/M End-J 3.000E-04 9.361E-04 0.000

2ND B168 1B250X400.4KN/M End-I 2.794E-04 9.004E-04 0.000



2ND B171 1B250X400.4KN/M End-I 2.274E-04 1.127E-04 0.000


2ND B171 1B250X400.4KN/M End-J 3.000E-04 1.848E-04 0.000

2ND B172 1B250X400.4KN/M End-I 1.763E-04 8.757E-05 0.000


Page 18


2ND B172 1B250X400.4KN/M End-J 2.896E-04 1.432E-04 0.000



















































Page 19



2ND B192 1B250X400.6.5KN/M End-I 0.001 6.441E-04 5.535E-04












2ND B211 1B250X400.4KN/M End-I 2.004E-04 9.946E-05 0.000


2ND B211 1B250X400.4KN/M End-J 2.060E-04 1.022E-04 0.000

2ND B212 1B250X400.6.5KN/M End-I 3.000E-04 8.382E-04 0.000


2ND B212 1B250X400.6.5KN/M End-J 0.001 5.082E-04 4.166E-04



2ND B213 1B250X400.6.5KN/M End-J 2.793E-04 9.002E-04 O/S


2ND B214 1B250X400.6.5KN/M Middle -1.000 -1.000 -1.000


2ND B215 1B250X400.6.5KN/M End-I 2.788E-04 8.941E-04 0.000





2ND B216 1B250X400.6.5KN/M End-J 1.370E-04 8.410E-05 0.000







2ND B219 1B250X400.6.5KN/M End-I 1.404E-04 8.325E-05 0.000



GRD B4 1B200X350.6.5KN/M End-I 2.281E-04 1.495E-04 1.667E-04

GRD B4 1B200X350.6.5KN/M Middle 1.992E-04 7.414E-05 1.667E-04

GRD B4 1B200X350.6.5KN/M End-J 6.701E-05 3.339E-05 0.000




GRD B15 1B200X350.6.5KN/M End-I 9.125E-05 4.540E-05 0.000

GRD B15 1B200X350.6.5KN/M Middle 5.457E-05 2.265E-05 0.000


GRD B16 1B200X350.6.5KN/M End-I 3.898E-04 2.067E-04 O/S

GRD B16 1B200X350.6.5KN/M Middle 1.244E-04 3.258E-04 O/S

Page 20


GRD B16 1B200X350.6.5KN/M End-J 2.872E-04 1.874E-04 O/S



GRD B17 1B200X350.6.5KN/M End-J 0.001 4.777E-04 O/S

GRD B22 1B200X350.6.5KN/M End-I 0.001 4.884E-04 O/S


GRD B22 1B200X350.6.5KN/M End-J 0.000 6.277E-04 2.992E-04








GRD B26 1B200X350.6.5KN/M Middle 2.924E-04 0.001 O/S

GRD B26 1B200X350.6.5KN/M End-J 0.001 5.516E-04 8.267E-04



GRD B27 1B200X350.6.5KN/M End-J 4.220E-04 2.067E-04 1.667E-04

























GRD B37 1B200X350.4KN/M End-I 6.241E-04 2.969E-04 O/S

GRD B37 1B200X350.4KN/M Middle 1.978E-04 5.112E-04 O/S

GRD B37 1B200X350.4KN/M End-J 6.390E-04 3.035E-04 O/S






Page 21












GRD B43 1B200X350.4KN/M End-I 1.851E-04 9.162E-05 0.000

GRD B43 1B200X350.4KN/M Middle 5.015E-05 1.082E-04 0.000

GRD B43 1B200X350.4KN/M End-J 2.040E-04 1.008E-04 0.000







































Page 22







































GRD B69 1B200X350.4KN/M End-I 0.001 4.653E-04 O/S



GRD B70 1B200X350.4KN/M End-I O/S 8.972E-04 O/S

GRD B70 1B200X350.4KN/M Middle 4.160E-04 0.001 O/S


GRD B71 1B200X350.4KN/M End-I 0.001 5.291E-04 7.305E-04

GRD B71 1B200X350.4KN/M Middle 2.757E-04 9.880E-04 2.650E-04

GRD B71 1B200X350.4KN/M End-J 0.001 5.771E-04 7.649E-04

GRD B73 1B200X350.4KN/M End-I 9.652E-04 4.444E-04 6.673E-04




GRD B74 1B200X350.4KN/M Middle 2.626E-04 0.001 2.510E-04

Page 23









GRD B77 1B200X350.4KN/M End-I 2.472E-04 1.618E-04 1.667E-04

GRD B77 1B200X350.4KN/M Middle 8.515E-05 1.848E-04 0.000

GRD B77 1B200X350.4KN/M End-J 2.630E-04 1.719E-04 1.667E-04







GRD B220 1B200X350.6.5KN/M End-I O/S 0.002 O/S



Concrete Beam Design - Torsion Design Rebar AreasConcrete Beam Design - Torsion Design Rebar Areas

Story Beam Section Torsion-Shear Torsion-Long.

Level Bay Name Rebar Area Rebar Area

ROOF B2 1B200X300.2.78KN/M 8.776E-04 5.655E-04

ROOF B5 1B200X350.0.81KN/M 0.000 0.000

ROOF B6 1B200X300.2.78KN/M 1.781E-04 2.226E-04

ROOF B15 1B200X300.2.78KN/M 0.000 0.000

ROOF B16 1B200X300.2.78KN/M 0.000 0.000

ROOF B17 1B200X300.2.78KN/M 0.000 0.000

ROOF B22 1B200X300.2.78KN/M 0.000 0.000

ROOF B23 1B200X300.2.78KN/M 0.000 0.000

ROOF B24 1B200X300.2.78KN/M 1.193E-04 2.394E-04

ROOF B27 1B200X300.2.78KN/M 0.000 0.000

ROOF B28 1B200X300.2.78KN/M 0.000 0.000

ROOF B29 1B200X300.2.78KN/M 0.000 0.000

ROOF B31 1B200X350.0.81KN/M 0.000 0.000

ROOF B32 1B200X350.0.81KN/M 0.000 0.000

ROOF B33 1B200X300.2.78KN/M 0.000 0.000

ROOF B37 1B200X300.2.78KN/M 0.000 0.000

ROOF B38 1B200X350.0.81KN/M 0.000 0.000

ROOF B39 1B200X350.0.81KN/M 0.000 0.000

ROOF B40 1B200X300.2.78KN/M 0.000 0.000

ROOF B43 1B200X300.2.78KN/M 0.000 0.000

ROOF B44 1B200X350.0.81KN/M 0.000 0.000

ROOF B45 1B200X350.0.81KN/M 0.000 0.000

ROOF B46 1B200X300.2.78KN/M 0.000 0.000

ROOF B47 1B200X350.0.81KN/M 0.000 0.000

ROOF B48 1B200X350.0.81KN/M 0.000 0.000

ROOF B49 1B200X300.2.78KN/M 0.000 0.000

Page 24


ROOF B52 1B200X300.2.78KN/M 0.000 0.000

ROOF B53 1B200X350.0.81KN/M 0.000 0.000

ROOF B54 1B200X350.0.81KN/M 0.000 0.000

ROOF B55 1B200X300.2.78KN/M 0.000 0.000

ROOF B58 1B200X300.2.78KN/M 0.000 0.000

ROOF B59 1B200X300.2.78KN/M 0.000 0.000

ROOF B60 1B200X300.2.78KN/M 0.000 0.000

ROOF B61 1B200X300.2.78KN/M 0.000 0.000

ROOF B62 1B200X300.2.78KN/M 0.000 0.000

ROOF B63 1B200X300.2.78KN/M 0.000 0.000

ROOF B64 1B200X300.2.78KN/M 0.000 0.000

ROOF B65 1B200X300.2.78KN/M 0.000 0.000

ROOF B66 1B200X300.2.78KN/M 0.000 0.000

ROOF B67 1B200X350.0.81KN/M 0.000 0.000

ROOF B68 1B200X350.0.81KN/M 0.000 0.000

ROOF B69 1B200X350.0.81KN/M 0.000 0.000

ROOF B70 1B200X350.0.81KN/M 0.000 0.000

ROOF B71 1B200X350.0.81KN/M 0.000 0.000

ROOF B73 1B200X350.0.81KN/M 0.000 0.000

ROOF B74 1B200X350.0.81KN/M 0.000 0.000

ROOF B75 1B200X350.0.81KN/M 0.000 0.000

ROOF B76 1B200X350.0.81KN/M 0.000 0.000

ROOF B77 1B200X350.0.81KN/M 0.000 0.000

ROOF B78 1B200X350.0.81KN/M 0.000 0.000

ROOF B79 1B200X350.0.81KN/M 0.000 0.000

ROOF B94 1B200X350.0.81KN/M 0.000 0.000

ROOF B104 1B200X350.0.81KN/M 3.317E-04 2.138E-04

ROOF B105 1B200X350.0.81KN/M 0.000 0.000

ROOF B194 1B200X350.0.81KN/M 0.000 0.000

ROOF B195 1B200X350.0.81KN/M 1.722E-04 2.380E-04

ROOF B196 1B200X300.2.78KN/M 0.000 0.000

ROOF B197 1B200X300.2.78KN/M 0.000 0.000

ROOF B198 1B200X350.0.81KN/M 0.000 0.000

ROOF B199 1B200X350.0.81KN/M 0.000 0.000

ROOF B200 1B200X350.0.81KN/M 0.000 0.000

ROOF B204 1B200X350.0.81KN/M 0.000 0.000

ROOF B205 1B200X350.0.81KN/M 0.000 0.000

2ND B3 1B250X400.6.5KN/M 2.321E-04 3.416E-04

2ND B4 1B250X400.6.5KN/M 0.000 0.000

2ND B5 1B250X400.6.5KN/M 0.000 0.000

2ND B7 1B250X400.2.78KN/M 2.026E-04 3.497E-04

2ND B8 1B250X400.2.78KN/M 0.000 0.000

2ND B9 1B250X400.2.78KN/M 0.000 0.000

2ND B10 1B250X400.2.78KN/M 0.000 0.000

2ND B11 1B250X400.2.78KN/M 0.000 0.000

2ND B12 1B250X400.2.78KN/M 0.000 0.000

2ND B13 1B250X400.2.78KN/M 0.000 0.000

2ND B14 1B250X400.2.78KN/M 3.844E-04 3.630E-04

2ND B22 1B250X400.6.5KN/M 0.000 0.000

2ND B24 1B250X400.6.5KN/M 6.936E-04 6.550E-04

2ND B30 1B250X400.6.5KN/M 1.140E-04 4.275E-04

Page 25


2ND B31 1B250X400.6.5KN/M 0.000 0.000

2ND B32 1B250X400.6.5KN/M 0.000 0.000

2ND B35 1B250X400.6.5KN/M 0.000 0.000

2ND B47 1B250X400.6.5KN/M 0.000 0.000

2ND B48 1B250X400.6.5KN/M 0.000 0.000

2ND B50 1B250X400.6.5KN/M 0.000 0.000

2ND B51 1B250X400.6.5KN/M 0.000 0.000

2ND B53 1B250X400.6.5KN/M 0.000 0.000

2ND B54 1B250X400.6.5KN/M 0.000 0.000

2ND B56 1B250X400.6.5KN/M 2.048E-04 4.108E-04

2ND B57 1B250X400.6.5KN/M 2.392E-04 3.863E-04

2ND B60 1B250X400.6.5KN/M 0.000 0.000

2ND B77 1B250X400.6.5KN/M 0.000 0.000

2ND B82 1B250X400.6.5KN/M 2.476E-04 4.287E-04

2ND B86 1B250X400.6.5KN/M 0.002 0.002

2ND B87 1B250X400.6.5KN/M 3.534E-04 3.338E-04

2ND B89 1B250X400.6.5KN/M 0.000 0.000

2ND B90 1B250X400.6.5KN/M 0.000 0.000

2ND B94 1B250X400.6.5KN/M 0.000 0.000

2ND B96 1B250X400.4KN/M 2.163E-04 3.367E-04

2ND B97 1B250X400.4KN/M 0.000 0.000

2ND B98 1B250X400.4KN/M 0.000 0.000

2ND B99 1B250X400.4KN/M 0.000 0.000

2ND B100 1B250X400.4KN/M 0.000 0.000

2ND B101 1B250X400.4KN/M 0.000 0.000

2ND B102 1B250X400.4KN/M 0.000 0.000

2ND B103 1B250X400.4KN/M 3.639E-04 3.437E-04

2ND B104 1B250X400.6.5KN/M 0.004 0.004

2ND B105 1B250X400.6.5KN/M 5.680E-04 5.364E-04

2ND B107 1B250X400.6.5KN/M 4.402E-04 4.157E-04

2ND B108 1B250X400.6.5KN/M 3.798E-04 3.587E-04

2ND B109 1B250X400.6.5KN/M 3.892E-04 3.676E-04

2ND B110 1B250X400.6.5KN/M 3.880E-04 3.664E-04

2ND B111 1B250X400.6.5KN/M 3.883E-04 3.667E-04

2ND B112 1B250X400.6.5KN/M 3.901E-04 3.684E-04

2ND B113 1B250X400.6.5KN/M 3.893E-04 3.676E-04

2ND B114 1B250X400.6.5KN/M 3.716E-04 3.509E-04

2ND B115 1B250X400.6.5KN/M 3.718E-04 3.511E-04

2ND B116 1B250X400.6.5KN/M 3.956E-04 3.736E-04

2ND B117 1B250X400.6.5KN/M 3.937E-04 3.719E-04

2ND B118 1B250X400.6.5KN/M 3.990E-04 3.769E-04

2ND B119 1B250X400.6.5KN/M 4.022E-04 3.798E-04

2ND B120 1B250X400.6.5KN/M 4.145E-04 3.915E-04

2ND B121 1B250X400.6.5KN/M 3.827E-04 3.615E-04

2ND B122 1B250X400.6.5KN/M 3.887E-04 3.671E-04

2ND B123 1B250X400.6.5KN/M 4.127E-04 3.897E-04

2ND B124 1B250X400.6.5KN/M 4.376E-04 4.133E-04

2ND B125 1B250X400.6.5KN/M 3.456E-04 3.264E-04

2ND B126 1B250X400.6.5KN/M 3.161E-04 2.986E-04

2ND B127 1B250X400.6.5KN/M 9.859E-05 4.287E-04

2ND B128 1B250X400.6.5KN/M 4.685E-04 4.424E-04

Page 26


2ND B129 1B250X400.6.5KN/M 2.926E-04 3.833E-04

2ND B130 1B250X400.6.5KN/M 4.453E-04 4.206E-04

2ND B131 1B250X400.6.5KN/M 4.419E-04 4.173E-04

2ND B132 1B250X400.6.5KN/M 2.932E-04 3.817E-04

2ND B133 1B250X400.4KN/M 0.000 0.000

2ND B134 1B250X400.4KN/M 0.000 0.000

2ND B135 1B250X400.4KN/M 0.000 0.000

2ND B136 1B250X400.4KN/M 0.000 0.000

2ND B137 1B250X400.4KN/M 0.000 0.000

2ND B138 1B250X400.4KN/M 0.000 0.000

2ND B139 1B250X400.4KN/M 0.000 0.000

2ND B140 1B250X400.4KN/M 0.000 0.000

2ND B141 1B250X400.4KN/M 0.000 0.000

2ND B142 1B250X400.4KN/M 0.000 0.000

2ND B143 1B250X400.4KN/M 0.000 0.000

2ND B144 1B250X400.4KN/M 0.000 0.000

2ND B145 1B250X400.4KN/M 0.000 0.000

2ND B146 1B250X400.4KN/M 0.000 0.000

2ND B147 1B250X400.4KN/M 1.410E-04 4.046E-04

2ND B148 1B250X400.4KN/M 6.888E-04 6.505E-04

2ND B149 1B250X400.4KN/M 5.909E-04 5.580E-04

2ND B150 1B250X400.4KN/M 6.879E-04 6.496E-04

2ND B151 1B250X400.4KN/M 6.708E-04 6.335E-04

2ND B152 1B250X400.4KN/M 6.639E-04 6.270E-04

2ND B153 1B250X400.4KN/M 6.656E-04 6.286E-04

2ND B154 1B250X400.4KN/M 6.654E-04 6.284E-04

2ND B155 1B250X400.4KN/M 6.623E-04 6.255E-04

2ND B156 1B250X400.4KN/M 6.410E-04 6.054E-04

2ND B157 1B250X400.4KN/M 6.392E-04 6.037E-04

2ND B158 1B250X400.4KN/M 6.569E-04 6.204E-04

2ND B159 1B250X400.4KN/M 6.668E-04 6.297E-04

2ND B160 1B250X400.4KN/M 6.242E-04 5.895E-04

2ND B161 1B250X400.4KN/M 6.624E-04 6.256E-04

2ND B162 1B250X400.4KN/M 4.297E-04 4.058E-04

2ND B163 1B250X400.4KN/M 4.681E-04 4.420E-04

2ND B164 1B250X400.4KN/M 3.968E-04 3.748E-04

2ND B165 1B250X400.4KN/M 5.689E-04 5.373E-04

2ND B166 1B250X400.4KN/M 5.750E-04 5.430E-04

2ND B167 1B250X400.4KN/M 4.476E-04 4.227E-04

2ND B168 1B250X400.4KN/M 5.363E-04 5.065E-04

2ND B171 1B250X400.4KN/M 0.000 0.000

2ND B172 1B250X400.4KN/M 0.000 0.000

2ND B173 1B250X400.4KN/M 1.758E-04 3.826E-04

2ND B174 1B250X400.4KN/M 0.000 0.000

2ND B175 1B250X400.4KN/M 0.000 0.000

2ND B176 1B250X400.4KN/M 0.000 0.000

2ND B177 1B250X400.4KN/M 0.000 0.000

2ND B178 1B250X400.4KN/M 0.000 0.000

2ND B179 1B250X400.4KN/M 0.000 0.000

2ND B180 1B250X400.4KN/M 0.000 0.000

2ND B181 1B250X400.4KN/M 0.000 0.000

Page 27


2ND B182 1B250X400.4KN/M 0.000 0.000

2ND B183 1B250X400.4KN/M 0.000 0.000

2ND B184 1B250X400.4KN/M 0.000 0.000

2ND B185 1B250X400.4KN/M 0.000 0.000

2ND B186 1B250X400.4KN/M 0.000 0.000

2ND B187 1B250X400.4KN/M 0.000 0.000

2ND B188 1B250X400.6.5KN/M 0.000 0.000

2ND B189 1B250X400.6.5KN/M 0.000 0.000

2ND B192 1B250X400.6.5KN/M 3.942E-04 3.723E-04

2ND B193 1B250X400.4KN/M 2.002E-04 4.105E-04

2ND B209 1B250X400.4KN/M 0.000 0.000

2ND B210 1B250X400.4KN/M 1.235E-04 4.214E-04

2ND B211 1B250X400.4KN/M 0.000 0.000

2ND B212 1B250X400.6.5KN/M 5.197E-04 4.908E-04

2ND B213 1B250X400.6.5KN/M 0.001 0.001

2ND B214 1B250X400.6.5KN/M 0.001 0.001

2ND B215 1B250X400.6.5KN/M 4.830E-04 4.561E-04

2ND B216 1B250X400.6.5KN/M 2.965E-04 4.287E-04

2ND B217 1B250X400.6.5KN/M 5.372E-04 5.073E-04

2ND B218 1B250X400.6.5KN/M 5.179E-04 4.891E-04

2ND B219 1B250X400.6.5KN/M 2.961E-04 4.287E-04

GRD B4 1B200X350.6.5KN/M 0.000 0.000

GRD B5 1B200X350.6.5KN/M 0.000 0.000

GRD B15 1B200X350.6.5KN/M 1.045E-04 2.911E-04

GRD B16 1B200X350.6.5KN/M 7.593E-04 5.652E-04

GRD B17 1B200X350.6.5KN/M 0.002 0.001

GRD B22 1B200X350.6.5KN/M 3.919E-04 2.917E-04

GRD B23 1B200X350.6.5KN/M 0.001 8.931E-04

GRD B24 1B200X350.6.5KN/M 7.406E-04 5.513E-04

GRD B26 1B200X350.6.5KN/M 0.002 0.001

GRD B27 1B200X350.6.5KN/M 0.000 0.000

GRD B28 1B200X350.6.5KN/M 0.000 0.000

GRD B29 1B200X350.6.5KN/M 0.000 0.000

GRD B30 1B200X350.6.5KN/M 1.003E-04 2.993E-04

GRD B31 1B200X350.6.5KN/M 0.000 0.000

GRD B32 1B200X350.6.5KN/M 0.000 0.000

GRD B33 1B200X350.6.5KN/M 0.002 0.001

GRD B35 1B200X350.6.5KN/M 0.000 0.000

GRD B36 1B200X350.6.5KN/M 0.000 0.000

GRD B37 1B200X350.4KN/M 0.001 9.089E-04

GRD B38 1B200X350.6.5KN/M 0.000 0.000

GRD B39 1B200X350.6.5KN/M 0.000 0.000

GRD B40 1B200X350.6.5KN/M 0.001 8.579E-04

GRD B41 1B200X350.6.5KN/M 2.849E-04 2.729E-04

GRD B42 1B200X350.6.5KN/M 2.938E-04 2.791E-04

GRD B43 1B200X350.4KN/M 1.584E-04 2.807E-04

GRD B44 1B200X350.6.5KN/M 2.934E-04 2.789E-04

GRD B45 1B200X350.6.5KN/M 2.851E-04 2.730E-04

GRD B46 1B200X350.6.5KN/M 0.001 8.575E-04

GRD B47 1B200X350.6.5KN/M 0.000 0.000

GRD B48 1B200X350.6.5KN/M 0.000 0.000

Page 28


GRD B49 1B200X350.4KN/M 0.001 9.075E-04

GRD B50 1B200X350.6.5KN/M 0.000 0.000

GRD B51 1B200X350.6.5KN/M 0.000 0.000

GRD B52 1B200X350.6.5KN/M 0.001 9.071E-04

GRD B53 1B200X350.6.5KN/M 0.000 0.000

GRD B54 1B200X350.6.5KN/M 0.000 0.000

GRD B55 1B200X350.4KN/M 0.001 8.737E-04

GRD B56 1B200X350.6.5KN/M 7.429E-04 5.530E-04

GRD B57 1B200X350.6.5KN/M 7.339E-04 5.463E-04

GRD B58 1B200X350.6.5KN/M 0.001 8.662E-04

GRD B59 1B200X350.6.5KN/M 0.001 9.080E-04

GRD B60 1B200X350.6.5KN/M 1.583E-04 2.806E-04

GRD B61 1B200X350.6.5KN/M 0.001 9.086E-04

GRD B62 1B200X350.6.5KN/M 0.001 9.124E-04

GRD B63 1B200X350.4KN/M 0.001 9.077E-04

GRD B64 1B200X350.4KN/M 0.001 8.572E-04

GRD B65 1B200X350.4KN/M 0.001 8.569E-04

GRD B66 1B200X350.4KN/M 0.001 9.249E-04

GRD B67 1B200X350.4KN/M 0.001 9.270E-04

GRD B68 1B200X350.4KN/M 0.002 0.001

GRD B69 1B200X350.4KN/M 0.001 0.001

GRD B70 1B200X350.4KN/M 4.563E-04 3.397E-04

GRD B71 1B200X350.4KN/M 0.000 0.000

GRD B73 1B200X350.4KN/M 0.000 0.000

GRD B74 1B200X350.4KN/M 0.000 0.000

GRD B75 1B200X350.4KN/M 0.000 0.000

GRD B76 1B200X350.4KN/M 0.000 0.000

GRD B77 1B200X350.4KN/M 0.000 0.000

GRD B78 1B200X350.4KN/M 0.000 0.000

GRD B79 1B200X350.4KN/M 0.000 0.000

GRD B220 1B200X350.6.5KN/M 0.029 0.021

Page 29

ETABS® v9.7.4 Concrete Frame Design Design Detailed OutputACI 318-05/IBC 2003 Units: KN-m

Story Level: ROOFElement: C1Section Name: 1C350X350Frame Type: Sway Special

L=2.800 B=0.350 D=0.350 dc=0.040 E=24821128.40 fc=27579.032 Lt.Wt. Fac.=1.000 fy=413685.473 fys=413685.473 RLLF=1.000

Axial Force & Biaxial Moment Reinforcement for Pu-Mu2-Mu3 Interaction Column End Rebar Area Rebar % Top 0.001 1.000 Bottom 0.001 1.000

Column End Design Pu Design Mu2 Design Mu3 Station Loc Controlling Combo Top 37.295 -2.511 17.319 2.500 COMB3 Bottom 45.954 13.248 -37.176 0.000 COMB3

Shear Reinforcement for Major Shear (V2) Column End Rebar Av/s Design Vu Station Loc Controlling Combo Top 0.000 21.798 2.500 COMB3 Bottom 0.000 21.798 0.000 COMB3

Shear Reinforcement for Minor Shear (V3) Column End Rebar Av/s Design Vu Station Loc Controlling Combo Top 0.000 6.758 2.500 COMB1 Bottom 0.000 6.758 0.000 COMB1




Column End Design Pu Design Mu2 Design Mu3 Station Loc Controlling Combo Top 60.630 0.533 -1.561 2.500 COMB3 Bottom 69.289 22.009 3.133 0.000 COMB3


Shear Reinforcement for Minor Shear (V3) Column End Rebar Av/s Design Vu Station Loc Controlling Combo

Page 30


Top 0.000 9.382 2.500 COMB2 Bottom 0.000 9.382 0.000 COMB2












Page 31












Column End Design Pu Design Mu2 Design Mu3 Station Loc Controlling Combo Top 48.331 0.879 12.142 2.500 COMB3 Bottom 56.990 26.356 -24.333 0.000 COMB3


Page 32






Column End Design Pu Design Mu2 Design Mu3 Station Loc Controlling Combo Top 65.117 6.358 14.726 2.500 COMB3 Bottom 73.776 -27.015 -47.259 0.000 COMB3






Column End Design Pu Design Mu2 Design Mu3 Station Loc Controlling Combo Top 64.499 6.619 -14.718 2.500 COMB3 Bottom 73.158 -27.518 47.680 0.000 COMB3

Shear Reinforcement for Major Shear (V2) Column End Rebar Av/s Design Vu Station Loc Controlling Combo

Page 33














Page 34














Page 35







Column End Design Pu Design Mu2 Design Mu3 Station Loc Controlling Combo Top 35.276 -8.175 -17.733 2.500 COMB3 Bottom 44.156 30.697 62.185 0.000 COMB2






Column End Design Pu Design Mu2 Design Mu3 Station Loc Controlling Combo

Page 36


Top 45.391 -6.553 -25.903 2.500 COMB3 Bottom 54.050 21.970 57.085 0.000 COMB3












Page 37













Axial Force & Biaxial Moment Reinforcement for Pu-Mu2-Mu3 Interaction Column End Rebar Area Rebar %

Page 38


Top 0.001 1.000 Bottom 0.001 1.000

Column End Design Pu Design Mu2 Design Mu3 Station Loc Controlling Combo Top 46.491 12.288 -7.203 2.500 COMB3 Bottom 55.150 -29.675 -1.420 0.000 COMB3






Column End Design Pu Design Mu2 Design Mu3 Station Loc Controlling Combo Top 64.381 7.641 1.657 2.500 COMB3 Bottom 73.040 15.731 1.880 0.000 COMB3





Page 39



Column End Design Pu Design Mu2 Design Mu3 Station Loc Controlling Combo Top 62.957 8.369 1.621 2.500 COMB3 Bottom 71.616 21.528 1.843 0.000 COMB3











Page 40













L=2.800 B=0.350 D=0.350 dc=0.040 E=24821128.40 fc=27579.032 Lt.Wt. Fac.=1.000

Page 41


fy=413685.473 fys=413685.473 RLLF=0.994












L=2.800

Page 42


B=0.350 D=0.350 dc=0.040 E=24821128.40 fc=27579.032 Lt.Wt. Fac.=1.000 fy=413685.473 fys=413685.473 RLLF=1.000












Page 43




Column End Design Pu Design Mu2 Design Mu3 Station Loc Controlling Combo Top 78.938 6.464 2.032 2.500 COMB3 Bottom 87.597 -18.810 3.860 0.000 COMB3









Page 44














Page 45














Page 46














Page 47











Axial Force & Biaxial Moment Reinforcement for Pu-Mu2-Mu3 Interaction Column End Rebar Area Rebar % Top 8.000E-04 1.000 Bottom 8.000E-04 1.000



Page 48










Story Level: 2NDElement: C1Section Name: 1C350X350Frame Type: Sway Special




Page 49







Column End Design Pu Design Mu2 Design Mu3 Station Loc Controlling Combo Top 296.130 -26.493 -7.622 3.100 COMB3 Bottom 306.867 30.113 -7.899 0.000 COMB3







Page 50














Page 51














Page 52














Page 53


Top 0.001 1.000 Bottom 0.001 1.000












Page 54














Page 55




Shear Reinforcement for Major Shear (V2) Column End Rebar Av/s Design Vu Station Loc Controlling Combo Top 2.917E-04 40.386 3.100 COMB2 Bottom 2.917E-04 40.386 0.000 COMB2










Page 56


fy=413685.473 fys=413685.473 RLLF=0.959












L=3.500

Page 57














Page 58




Column End Design Pu Design Mu2 Design Mu3 Station Loc Controlling Combo Top 440.605 -3.662 -11.341 3.100 COMB3 Bottom 451.342 -31.265 11.618 0.000 COMB3









Page 59





Column End Design Pu Design Mu2 Design Mu3 Station Loc Controlling Combo Top 327.418 -7.185 28.249 3.100 COMB3 Bottom 338.155 -26.385 -24.628 0.000 COMB3









Page 60






Column End Design Pu Design Mu2 Design Mu3 Station Loc Controlling Combo Top 452.953 -8.893 11.659 3.100 COMB3 Bottom 463.690 -30.695 11.935 0.000 COMB3








Page 61






Column End Design Pu Design Mu2 Design Mu3 Station Loc Controlling Combo Top 458.937 -9.593 -11.813 3.100 COMB3 Bottom 469.675 -30.387 -12.089 0.000 COMB3








Page 62














Page 63














Page 64














Page 65














Page 66














Page 67














Page 68


Top 8.000E-04 1.000 Bottom 8.000E-04 1.000




Story Level: GRDElement: C1Section Name: 1C350X350Frame Type: Sway Special








Page 69



Column End Design Pu Design Mu2 Design Mu3 Station Loc Controlling Combo Top 519.545 -42.560 13.373 1.150 COMB3 Bottom 523.528 23.739 13.476 0.000 COMB3


Shear Reinforcement for Minor Shear (V3) Column End Rebar Av/s Design Vu Station Loc Controlling Combo Top 2.917E-04 57.651 1.150 COMB3 Bottom 2.917E-04 57.651 0.000 COMB3









Page 70














Page 71


fy=413685.473 fys=413685.473 RLLF=0.845












L=1.500

Page 72














Page 73













Page 74














Page 75














Page 76














Page 77














Page 78














Page 79














Page 80














Page 81


Top 666.311 43.453 17.151 1.150 COMB3 Bottom 670.294 -31.579 17.253 0.000 COMB3












Page 82














Page 83


Top 0.001 1.000 Bottom 0.001 1.000












Page 84














Page 85














Page 86


fy=413685.473 fys=413685.473 RLLF=0.979












L=1.500

Page 87













Story Level: ROOFElement: B2Section Name: 1B200X300.2.78KN/MFrame Type: Sway Special

Page 88


L=1.000 D=0.300 B=0.200 bf=0.200 ds=0.000 dct=0.040 dcb=0.040 E=24821128.40 fc=27579.032 Lt.Wt. Fac.=1.000 fy=413685.473 fys=413685.473

Flexural Reinforcement for Major Axis Moment ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Area Rebar % Rebar Area Rebar % Rebar Area Rebar % 0.000 0.000 8.316E-05 0.139 1.989E-04 0.331 Top (+2 Axis) 8.276E-05 0.138 6.458E-05 0.108 1.303E-04 0.217 Bot (-2 Axis)

Design Mu Station Loc Design Mu Station Loc Design Mu Station Loc 0.000 0.000 -5.974 0.413 -18.600 0.825 Top (+2 Axis) 5.945 0.000 4.650 0.413 9.300 0.825 Bot (-2 Axis)

Controlling Combo Controlling Combo Controlling Combo COMB3 COMB2 COMB3 Top (+2 Axis) COMB3 COMB3 COMB3 Bot (-2 Axis)

Shear Reinforcement for Major Shear (V2) ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Av/s Rebar Av/s Rebar Av/s O/S O/S O/S

Design Vu Station Loc Design Vu Station Loc Design Vu Station Loc 21.060 0.000 23.481 0.413 25.903 0.825

Controlling Combo Controlling Combo Controlling Combo COMB1 COMB1 COMB1

Torsion Reinforcement ------- Shear --------- ------ Longitudinal ----- Rebar At/s Rebar Al 8.776E-04 5.655E-04

Design Tu Station Loc Design Tu Station Loc 10.856 0.825 10.856 0.825

Controlling Combo Controlling Combo COMB3 COMB3 O/S #45 Shear stress due to shear force and torsion together exceeds maximum allowed


L=1.650 D=0.300 B=0.200 bf=0.200 ds=0.000 dct=0.040 dcb=0.040 E=24821128.40 fc=27579.032 Lt.Wt. Fac.=1.000

Page 89


fy=413685.473 fys=413685.473




Shear Reinforcement for Major Shear (V2) ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Av/s Rebar Av/s Rebar Av/s 0.000 0.000 0.000



Torsion Reinforcement ------- Shear --------- ------ Longitudinal ----- Rebar At/s Rebar Al 0.000 0.000


Controlling Combo Controlling Combo COMB2 COMB2






Shear Reinforcement for Major Shear (V2)

Page 90


------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Av/s Rebar Av/s Rebar Av/s 0.000 0.000 0.000








Flexural Reinforcement for Major Axis Moment ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Area Rebar % Rebar Area Rebar % Rebar Area Rebar % 5.742E-05 0.096 1.428E-05 0.024 0.000 0.000 Top (+2 Axis) 2.861E-05 0.048 2.066E-05 0.034 4.009E-05 0.067 Bot (-2 Axis)

Design Mu Station Loc Design Mu Station Loc Design Mu Station Loc -4.138 0.175 -1.035 1.042 0.000 1.475 Top (+2 Axis) 2.069 0.175 1.496 1.042 2.896 1.475 Bot (-2 Axis)







Page 91





Flexural Reinforcement for Major Axis Moment ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Area Rebar % Rebar Area Rebar % Rebar Area Rebar % 1.275E-04 0.213 3.149E-05 0.052 1.139E-04 0.190 Top (+2 Axis) 6.323E-05 0.105 8.270E-05 0.138 5.652E-05 0.094 Bot (-2 Axis)

Design Mu Station Loc Design Mu Station Loc Design Mu Station Loc -9.108 0.175 -2.277 3.158 -8.148 4.650 Top (+2 Axis) 4.554 0.175 5.941 2.661 4.074 4.650 Bot (-2 Axis)









L=6.200 D=0.300 B=0.200 bf=0.200

Page 92


ds=0.000 dct=0.040 dcb=0.040 E=24821128.40 fc=27579.032 Lt.Wt. Fac.=1.000 fy=413685.473 fys=413685.473




Shear Reinforcement for Major Shear (V2) ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Av/s Rebar Av/s Rebar Av/s 1.667E-04 0.000 1.667E-04











Page 93


Shear Reinforcement for Major Shear (V2) ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Av/s Rebar Av/s Rebar Av/s 1.667E-04 1.667E-04 0.000











Shear Reinforcement for Major Shear (V2) ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Av/s Rebar Av/s Rebar Av/s 0.000 0.000 1.667E-04




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Controlling Combo Controlling Combo Controlling Combo COMB3 COMB3 COMB3 Top (+2 Axis)

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COMB3 COMB3 COMB3 Bot (-2 Axis)
















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Shear Reinforcement for Major Shear (V2) ------- End-I --------- --------- Middle -------- --------- End-J ---------

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Rebar Av/s Rebar Av/s Rebar Av/s 0.000 0.000 0.000
















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L=5.825 D=0.300 B=0.200 bf=0.200 ds=0.000 dct=0.040 dcb=0.040

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E=24821128.40 fc=27579.032 Lt.Wt. Fac.=1.000 fy=413685.473 fys=413685.473















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Design Tu Station Loc Design Tu Station Loc

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0.018 4.650 0.018 4.650














L=5.999

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D=0.300 B=0.200 bf=0.200 ds=0.000 dct=0.040 dcb=0.040 E=24821128.40 fc=27579.032 Lt.Wt. Fac.=1.000 fy=413685.473 fys=413685.473








Design Tu Station Loc Design Tu Station Loc 7.671E-04 5.824 7.671E-04 5.824







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L=6.000 D=0.300 B=0.200 bf=0.200 ds=0.000 dct=0.040 dcb=0.040

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0.003 5.824 0.003 5.824














L=5.825

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Story Level: 2NDElement: B3Section Name: 1B250X400.6.5KN/MFrame Type: Sway Special












L=1.650 D=0.400 B=0.250 bf=0.250 ds=0.000 dct=0.040 dcb=0.040

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Shear Reinforcement for Major Shear (V2) ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Av/s Rebar Av/s Rebar Av/s 2.083E-04 0.000 0.000











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Flexural Reinforcement for Major Axis Moment ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Area Rebar % Rebar Area Rebar % Rebar Area Rebar % 0.001 1.111 5.040E-04 0.504 0.000 0.000 Top (+2 Axis) 5.218E-04 0.522 3.000E-04 0.300 7.726E-05 0.077 Bot (-2 Axis)



Shear Reinforcement for Major Shear (V2) ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Av/s Rebar Av/s Rebar Av/s 4.520E-04 3.863E-04 2.144E-04





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5.357 1.650 5.357 0.825














L=1.650

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Controlling Combo Controlling Combo Controlling Combo DCON14 DCON14 DCON14













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Shear Reinforcement for Major Shear (V2) ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Av/s Rebar Av/s Rebar Av/s 0.000 O/S O/S







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Rebar Av/s Rebar Av/s Rebar Av/s 2.806E-04 2.083E-04 2.083E-04
















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L=4.825 D=0.400 B=0.250 bf=0.250 ds=0.000 dct=0.040 dcb=0.040

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Controlling Combo Controlling Combo Controlling Combo DCON14 COMB2 COMB3














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6.322 4.650 5.010 3.860














L=3.350

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Controlling Combo Controlling Combo Controlling Combo COMB1 COMB1 DCON14













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Shear Reinforcement for Major Shear (V2) ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Av/s Rebar Av/s Rebar Av/s 0.000 1.182E-04 4.277E-04







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Story Level: 2NDElement: B96Section Name: 1B250X400.4KN/MFrame Type: Sway Special











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Rebar Av/s Rebar Av/s Rebar Av/s 2.083E-04 0.000 2.083E-04
















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L=6.000 D=0.400 B=0.250 bf=0.250 ds=0.000 dct=0.040 dcb=0.040

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118.262 0.035 118.262 0.035







Shear Reinforcement for Major Shear (V2) ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Av/s Rebar Av/s Rebar Av/s O/S 1.538E-04 4.915E-04







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Rebar Av/s Rebar Av/s Rebar Av/s 2.299E-04 1.330E-04 0.000
















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L=2.913 D=0.400 B=0.250 bf=0.250 ds=0.000 dct=0.040 dcb=0.040

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10.549 2.825 10.549 2.825














L=3.000

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Shear Reinforcement for Major Shear (V2) ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Av/s Rebar Av/s Rebar Av/s 1.734E-05 0.000 0.000















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Flexural Reinforcement for Major Axis Moment ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Area Rebar % Rebar Area Rebar % Rebar Area Rebar % 0.001 1.014 3.043E-04 0.304 3.043E-04 0.304 Top (+2 Axis) 4.792E-04 0.479 6.672E-04 0.667 0.001 1.363 Bot (-2 Axis)











Flexural Reinforcement for Major Axis Moment ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Area Rebar % Rebar Area Rebar % Rebar Area Rebar % 3.407E-04 0.341 4.387E-04 0.439 0.002 1.554 Top (+2 Axis) 0.001 1.370 5.092E-04 0.509 7.077E-04 0.708 Bot (-2 Axis)




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L=3.000 D=0.400 B=0.250 bf=0.250 ds=0.000 dct=0.040 dcb=0.040

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0.664 0.971 0.664 0.971














L=2.913

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Flexural Reinforcement for Major Axis Moment ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Area Rebar % Rebar Area Rebar % Rebar Area Rebar % 3.511E-04 0.351 3.511E-04 0.351 7.196E-04 0.720 Top (+2 Axis) 0.002 1.610 9.898E-04 0.990 3.511E-04 0.351 Bot (-2 Axis)










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Shear Reinforcement for Major Shear (V2) ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Av/s Rebar Av/s Rebar Av/s O/S O/S 0.000








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fy=413685.473 fys=413685.473















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Torsion Reinforcement ------- Shear --------- ------ Longitudinal ----- Rebar At/s Rebar Al

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6.639E-04 6.270E-04















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fy=413685.473 fys=413685.473















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6.392E-04 6.037E-04















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fy=413685.473 fys=413685.473




Shear Reinforcement for Major Shear (V2) ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Av/s Rebar Av/s Rebar Av/s 0.000 O/S O/S











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4.297E-04 4.058E-04















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Shear Reinforcement for Major Shear (V2) ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Av/s Rebar Av/s Rebar Av/s O/S O/S 4.044E-05












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Rebar Av/s Rebar Av/s Rebar Av/s 2.182E-05 O/S O/S
















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11.831 0.775 11.831 0.775







Shear Reinforcement for Major Shear (V2) ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Av/s Rebar Av/s Rebar Av/s 0.000 2.418E-04 O/S







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L=4.825 D=0.400 B=0.250 bf=0.250 ds=0.000 dct=0.040 dcb=0.040

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0.021 0.965 0.021 0.965














L=4.825

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L=0.002 D=0.400 B=0.250 bf=0.250 ds=0.000 dct=0.040 dcb=0.040

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Flexural Reinforcement for Major Axis Moment ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Area Rebar % Rebar Area Rebar % Rebar Area Rebar % 0.000 0.000 0.000 0.000 Top (+2 Axis) 9.031E-04 0.903 9.039E-04 0.904 Bot (-2 Axis)

Design Mu Station Loc Design Mu Station Loc Design Mu Station Loc 0.000 0.000 0.000 0.002 Top (+2 Axis) 110.330 0.000 110.418 0.002 Bot (-2 Axis)

Controlling Combo Controlling Combo Controlling Combo COMB3 COMB3 Top (+2 Axis) COMB2 COMB2 Bot (-2 Axis)

Shear Reinforcement for Major Shear (V2) ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Av/s Rebar Av/s Rebar Av/s O/S O/S

Design Vu Station Loc Design Vu Station Loc Design Vu Station Loc 29.280 0.000 29.249 0.002

Controlling Combo Controlling Combo Controlling Combo COMB1 COMB1









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Story Level: GRDElement: B4Section Name: 1B200X350.6.5KN/MFrame Type: Sway Special









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Rebar Av/s Rebar Av/s Rebar Av/s O/S O/S O/S
















Page 246


5.996 1.000 5.996 1.000










Torsion Reinforcement ------- Shear --------- ------ Longitudinal ----- Rebar At/s Rebar Al 0.001 8.931E-04




Page 247






Shear Reinforcement for Major Shear (V2) ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Av/s Rebar Av/s Rebar Av/s 3.860E-05 O/S O/S








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fy=413685.473 fys=413685.473

Flexural Reinforcement for Major Axis Moment ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Area Rebar % Rebar Area Rebar % Rebar Area Rebar % 0.001 1.894 2.924E-04 0.418 0.001 1.723 Top (+2 Axis) 6.163E-04 0.880 0.001 1.581 5.516E-04 0.788 Bot (-2 Axis)














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Story Level: GRDElement: B37Section Name: 1B200X350.4KN/MFrame Type: Sway Special






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L=5.825 D=0.350 B=0.200 bf=0.200 ds=0.000 dct=0.040 dcb=0.040

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L=4.825

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fy=413685.473 fys=413685.473















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Page 274


1.583E-04 2.806E-04















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fy=413685.473 fys=413685.473















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Page 278


0.001 8.569E-04















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fy=413685.473 fys=413685.473















Page 281










Flexural Reinforcement for Major Axis Moment ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Area Rebar % Rebar Area Rebar % Rebar Area Rebar % O/S O/S 4.160E-04 0.594 4.160E-04 0.594 Top (+2 Axis) 8.972E-04 1.282 0.001 1.874 7.311E-04 1.044 Bot (-2 Axis)







Page 282


4.563E-04 3.397E-04


Controlling Combo Controlling Combo COMB2 COMB2 O/S #2 Reinforcing required exceeds maximum allowed O/S #45 Shear stress due to shear force and torsion together exceeds maximum allowed













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Flexural Reinforcement for Major Axis Moment ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Area Rebar % Rebar Area Rebar % Rebar Area Rebar % O/S O/S 6.066E-04 0.867 0.001 1.724 Top (+2 Axis) 0.002 2.339 0.001 1.791 6.066E-04 0.867 Bot (-2 Axis)








Page 289


Controlling Combo Controlling Combo COMB2 COMB2 O/S #2 Reinforcing required exceeds maximum allowed O/S #45 Shear stress due to shear force and torsion together exceeds maximum allowed

Page 290

Testing 1

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