Analyze the steel frame shown on the right using the force method. 2.4 k/ft 30k (a) Determine all support reactions and draw the bending moment and shear force diagrams. (b) Determine the horizontal displacement at B (c) (bonus) Verify support reactions, the diagrams in beam BC, and the displacement at B using SAP2000: Attach after your hand caculation necessary screenshots including frames with support reactions, bending moment and shear force diagrams, and point B displacement; try to explain any difference from your hand calculation if any. W14x398 15k - 24 ft Note: E = 29,000 ksi, W24x103 (I = 3000 in"), W14x398 (I = 6000 in*); select Rcy as the redundant force. 6.5 ft W24x103

Analyze the steel frame shown on the right using the force method. 2.4 k/ft 30k (a) Determine all support reactions and draw the bending moment and shear force diagrams. (b) Determine the horizontal displacement at B (c) (bonus) Verify support reactions, the diagrams in beam BC, and the displacement at B using SAP2000: Attach after your hand caculation necessary screenshots including frames with support reactions, bending moment and shear force diagrams, and point B displacement; try to explain any difference from your hand calculation if any. W14x398 15k - 24 ft Note: E = 29,000 ksi, W24x103 (I = 3000 in"), W14x398 (I = 6000 in*); select Rcy as the redundant force. 6.5 ft W24x103

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

Analyze the steel frame shown on the right using
the force method.
2.4 k/ft
30k
(a) Determine all support reactions and draw the
bending moment and shear force diagrams.
(b) Determine the horizontal displacement at B
(c) (bonus) Verify support reactions, the diagrams
in beam BC, and the displacement at B using
SAP2000: Attach after your hand caculation
necessary screenshots including frames with
support reactions, bending moment and shear
force diagrams, and point B displacement; try
to explain any difference from your hand
calculation if any.
B
W14x398
15k
- 24 ft
Note: E = 29,000 ksi, W24x103 (I = 3000 in*), W14x398 (I 6000 in"); select Rcy as the redundant
force.
%3D
6.5 ft
W24x103

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