K 4.50 m 4.20 m

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.3P
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note: SN = 18, to the topload will be 118kN
5.0 m
5.50 m
6.0 m
7.0 m
5.0 m
(1b0+SN) KN >
B
144 kN
120 KN
96 KN
M
IN
5.0 m
4.50 m
4.20 m
I 4.0 m
Transcribed Image Text:5.0 m 5.50 m 6.0 m 7.0 m 5.0 m (1b0+SN) KN > B 144 kN 120 KN 96 KN M IN 5.0 m 4.50 m 4.20 m I 4.0 m
2. Cantilever Method: The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and
X are rigid supports. Column HMS (400mm x 400 mm)
Column ADINT (500 mm x 600 mm)
Column BEJOU (600 mm x 600 mm)
Column CFKPV (500 mm x 600 mm)
Column GLQW (500 mm x 500 mm)
Column RX (300mm x 300 mm)
Determine the followina
d) Summarize your results by drawing the frame with the internal forces.
Transcribed Image Text:2. Cantilever Method: The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and X are rigid supports. Column HMS (400mm x 400 mm) Column ADINT (500 mm x 600 mm) Column BEJOU (600 mm x 600 mm) Column CFKPV (500 mm x 600 mm) Column GLQW (500 mm x 500 mm) Column RX (300mm x 300 mm) Determine the followina d) Summarize your results by drawing the frame with the internal forces.
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