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STAAD PRO 2007
Izhar Steel
36 Km MULTAN ROAD,
Lahore, Pakistan.
Tel: (9!"# $$$!33!$$$, %3&3%"&, 'a (9!"# %3&3))*
htt+:---.ihar./om. 0!mail: in1o2ihar./om
TRANN4!
http://www.izhar.com./http://e-mail:%[email protected]/http://e-mail:%[email protected]/http://www.izhar.com./
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∗ 5TAAD is a /om+rehensie str7/t7ral en8ineerin8 so1t-are thataresses all as+e/ts o1 str7/t7ral en8ineerin8 anal;sis,esi8n, erioors ( D +lane an ?7t loas are erti/al or o7t o1 that +lane#.
∗ 5TAAD has t-o main methos o1 moelin8 (in+7t eitor (s/ri+tlan87a8e# anor thro78h 8ra+hi/al enironment#.
NTRODU@TON
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MAN 5T0P O' MOD0LLN4
∗ 0nterin8 o? in1ormation.
∗ B7ilin8 moel 8eometr;.
∗ De
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TUTORIAL:ANALYSIS & DESIGN OF
STEEL TRUSS
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ANALYSIS & DESIGN OFSTEEL TRUSS
∗ The
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The STAAD Graphical Environment will be invoked and thefollowing screen will appear
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∗Entering !" in#!r$ati!n
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∗ 2% 'il(ing )!(el *Str'+t're,Ge!$etr-
∗ One !# the $eth!(. that -!' +an+reate +!n.tr'+ti!n line. an(then ra/ !n the.e line. the tr'..$e$"er.%
∗ Noting that the number ofconstruction lines is excludingrst line.
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!/ t! .ee the Diagra$ La"el. *e1% N!(e n'$"er. "ea$n'$"er. et+%3
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Noe an ?eam la?els are a -a; o1 ienti1;in8 the entities -ehae ra-n on the s/reen, an er; 7se17l -hen ealin8 -ith
the o7t+7t res7lts.
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De4ning $e$"er 5r!5ertie. .e+ti!n.
∗Pr!5ert-: n -hi/h -e /an e
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PROP0RT A554NN4
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PROP0RT A554NN4
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PROP0RT A554NN4
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5UPPORT5
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5UPPORT5
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5UPPORT5
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DEFINING LOADS
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DEFINING LOADS
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Also -e /an e
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Also, -e /an e
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39
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ANALYSIS & 6IEING
RESULT
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TAN8 YOU999
