5.0m (100+SN) KN 144 KN H A 5.50 m B E 6.0 m 7.0 m G 5.0 m 40m R 4.20 m 120 KN 96 KN M N P W Note: SN is the sum of your Student Number, e.g. 201802475=2+0+1+8+0+2+4+7+5 = 29 nstruction: Solve the following problem completely using portal method and write the solutions neatly in the plate template. ummarize your final answers at the end of each problem. Round off your answers to 3 decimal places. . Portal Method: The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and X are rigid supports. Determine the following: a) The shear forces in columns and girders. b) The axial forces in columns and girders. c) The moment at the end of each member. 4.50 m 5.0 m
5.0m (100+SN) KN 144 KN H A 5.50 m B E 6.0 m 7.0 m G 5.0 m 40m R 4.20 m 120 KN 96 KN M N P W Note: SN is the sum of your Student Number, e.g. 201802475=2+0+1+8+0+2+4+7+5 = 29 nstruction: Solve the following problem completely using portal method and write the solutions neatly in the plate template. ummarize your final answers at the end of each problem. Round off your answers to 3 decimal places. . Portal Method: The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and X are rigid supports. Determine the following: a) The shear forces in columns and girders. b) The axial forces in columns and girders. c) The moment at the end of each member. 4.50 m 5.0 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Transcribed Image Text:5.0 m
(100+SN) KN>
144 KN
5.50 m
E
6.0 m
C
7.0m
K
5.0 m
O
120 KN
96 KN
M
U
W
Note: SN is the sum of your Student Number, e.g. 201802475=2+0+1+8+0+2+4+7+5 = 29
Instruction: Solve the following problem completely using portal method and write the solutions neatly in the plate template.
Summarize your final answers at the end of each problem. Round off your answers to 3 decimal places.
1. Portal Method: The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and X
are rigid supports. Determine the following:
a) The shear forces in columns and girders.
b) The axial forces in columns and girders.
c) The moment at the end of each member.
d) Summarize your results by drawing the frame with the internal forces.
4.0 m
R
4.20 m
4.50 m
5.0 m
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