5.35 Given: Moment at fixed end is -147.3 ft-k; other reactions are shown in figure. (Ans. max V = 25.49 k, max M = -164.5 ft-k) (Ans. max V = 23.75 k, max M-164.5 ft-k) 30 k -20 ft- 14.82 k -20 ft → - 40 ft 38.93 k 1.2 klf 40 ft 30 k 10 ft20 ft → 30 ft 49.74 k 4.51 k

5.35 Given: Moment at fixed end is -147.3 ft-k; other reactions are shown in figure. (Ans. max V = 25.49 k, max M = -164.5 ft-k) (Ans. max V = 23.75 k, max M-164.5 ft-k) 30 k -20 ft- 14.82 k -20 ft → - 40 ft 38.93 k 1.2 klf 40 ft 30 k 10 ft20 ft → 30 ft 49.74 k 4.51 k

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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Concept explainers

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

Question

SHOW COMPLETE SOLUTION. DRAW SHEAR AND MOMENT DIAGRAM. INCLUDE FBD AND POINTS AND THE DIAGRAM

5.35 Given: Moment at fixed end is -147.3 ft-k; other
reactions are shown in figure. (Ans. max V = 25.49 k,
max M = -164.5 ft-k) (Ans. max V = 23.75 k, max
M-164.5 ft-k)
30 k
-20 ft-
14.82 k
-20 ft →
- 40 ft
38.93 k
1.2 klf
40 ft
30 k
10 ft20 ft →
30 ft
49.74 k
4.51 k

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