Simplebeam Analysis

8/20/2019 Simplebeam Analysis

1/19

Disclaimer

You must accept these terms if you wish to use the software.

Richard Kowalczuk - Professional Engineer

The information and formulas in this program hae !een o!tained from a wideariety of reputa!le sources. "hile reasona!le care has !een e#ercised in thepreparation and testing of the program$ the author disclaims any warranty$e#pressed or implied$ as to the accuracy or relia!ility of the data orcalculations contained therein. The software is designed for use !y %ualifiedengineers and is not a su!stitute for sound professional &udgment. 't is thesole responsi!ility of the user to alidate the data and to determine whether theresults of this program are accurate and suita!le for any specific purpose. (oguarantee of accuracy or fitness for any purpose is e#pressed or implied. 't isstrongly recommended that the data !e checked against other sources and)ormethods !efore application. The author shall not !e held lia!le for any direct$indirect$ conse%uential or incidental damages incurred through use of the data orcalculations. 'n no case shall the author*s lia!ility e#tend !eyond the pricepaid for the software.


2/19

You must enter all data with the same units to get all results in same units.Total and extremum strains are calculated as due to unfactored Live Loads

All results for single load number are due to unfactored loads

This file location link:

Total and extremum internal forces, as well as reactions are due to all factoredDead Loads and only those factored Live Loads that generate worse case scenario.

htt:!!kowalc"uk#r.triod.com!eng!static!simlebm$.xls

CommandButton1Button

CommandButton2

http://kowalczuk_r.tripod.com/eng/static/simplebm3.xlshttp://kowalczuk_r.tripod.com/eng/static/simplebm3.xls


3/19

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4/19

-, -, -, -, -, -,

222 Err;054 Err;054 Err;054 Err;054 Err;054

-a -b #+ #* #/ #$ #0 #

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

1'!A 1'!A 1'!A 1'!A 1'!A 1'!A 1'!A 1'!A

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2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3


5/19

-, -, -, -, -, /

Err;054 Err;054 Err;054 Err;054 222

#2 #3 #4 #5 #*+ xextr extr 6hear+

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 Err;054

2()3 2()3 2()3 2()3 2()3 2()3 2()3 Err;054

2()3 2()3 2()3 2()3 2()3 2()3 2()3 Err;054

2()3 2()3 2()3 2()3 2()3 2()3 2()3 Err;054

2()3 2()3 2()3 2()3 2()3 2()3 2()3 Err;054

2()3 2()3 2()3 2()3 2()3 2()3 2()3 Err;054

2()3 2()3 2()3 2()3 2()3 2()3 2()3 Err;054

2()3 2()3 2()3 2()3 2()3 2()3 2()3 Err;054

2()3 2()3 2()3 2()3 2()3 2()3 2()3 Err;054

2()3 2()3 2()3 2()3 2()3 2()3 2()3 Err;054

2()3 2()3 2()3 2()3 2()3 2()3 2()3 Err;054

2()3 2()3 2()3 2()3 2()3 2()3 2()3 Err;054

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2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3

2()3


6/19

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

6hear* 6hear/ 6hear$ 6hear0 6hear 6hear2 6hear3 6hear4

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

Err;054 Err;054 Err;054 Err;054 Err;054 Err;054 Err;054 Err;054












1'!A 1'!A 1'!A 1'!A 1'!A 1'!A 1'!A 1'!A

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2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3 2()3 2()3


7/19

2()3 /

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2()3 2()3 2()3 2()3 Err;054 Err;054 Err;054 Err;054

2()3 2()3 2()3 2()3 Err;054 Err;054 Err;054 Err;054

2()3 2()3 2()3 2()3 Err;054 Err;054 Err;054 Err;054

2()3 2()3 2()3 2()3 Err;054 Err;054 Err;054 Err;054

2()3 2()3 2()3 2()3 Err;054 Err;054 Err;054 Err;054

2()3 2()3 2()3 2()3 Err;054 Err;054 Err;054 Err;054

2()3 2()3 2()3 2()3 Err;054 Err;054 Err;054 Err;054

2()3 2()3 2()3 2()3 Err;054 Err;054 Err;054 Err;054

Err;054 Err;054 2()3 2()3 2()3 2()3 2()3 2()3

Err;054 Err;054 2()3 2()3 2()3 2()3 2()3 2()3

Err;054 Err;054 2()3 2()3 2()3 2()3 2()3 2()3

Err;054 Err;054 2()3 2()3 2()3 2()3 2()3 2()3

Err;054 Err;054 2()3 2()3 2()3 2()3 2()3 2()3

Err;054 Err;054 2()3 2()3 2()3 2()3 2()3 2()3

Err;054 Err;054 2()3 2()3 2()3 2()3 2()3 2()3

Err;054 Err;054 2()3 2()3 2()3 2()3 2()3 2()3

Err;054 Err;054 2()3 2()3 2()3 2()3 2()3 2()3

Err;054 Err;054 2()3 2()3 2()3 2()3 2()3 2()3

Err;054 Err;054 2()3 2()3 2()3 2()3 2()3 2()3

Err;054 Err;054 2()3 2()3 2()3 2()3 2()3 2()3

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2()3 2()3 222 Err;054 Err;054 Err;054

2()3 2()3 222 Err;054 Err;054 Err;054

2()3 2()3


8/19

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2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3

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2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3

2()3 2()3 2()3 2()3 2()3 2()3

%rr:/$ %rr:/$ %rr:/$ %rr:/$ %rr:/$ %rr:/$

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9/19

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10/19

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11/19

Simple Supported Elastic Beam Design CHARTS

'r 4 #N/A Span l = 7.00 #N/A+

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12/19

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13/19

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14/19

1'!A 1'!A 1'!A 1'!A 1'!A 1'!A 1'!A 1'!A

1'!A 1'!A 1'!A 1'!A 1'!A 1'!A 1'!A 1'!A

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15/19

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16/19

%rr:/$ %rr:/$ %rr:/$ %rr:/$ %rr:/$ %rr:/$ %rr:/$

1'!A 1'!A 1'!A 1'!A 1'!A 1'!A 1'!A

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17/19

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18/19

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19/19

E#tremum ?actored @ending :oment

E#tremum ?actored 8hear

E#tremum 9nfactored Deflection Due to Dead A =ie loads

E#tremum 9nfactored Deflection Due to =ie loads only

:a# @ending :oment

:inimum @ending :oment

:a#imum 8hear

:inimum 8hear

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