7- A continuous beam and the support reactions are given below. At which location from point A, the shear force is equal to zero for span of AB. 135 kN 51.34 kN-m 22 kN/m 32.71 kN-m D E 1 58.6 kN 145.86 kN 84.48 kN 21.94 kN - 6m 3 m - 3 m - - 45m- a) 3.75 b) 2.55 2.68 d) 2.90

7- A continuous beam and the support reactions are given below. At which location from point A, the shear force is equal to zero for span of AB. 135 kN 51.34 kN-m 22 kN/m 32.71 kN-m D E 1 58.6 kN 145.86 kN 84.48 kN 21.94 kN - 6m 3 m - 3 m - - 45m- a) 3.75 b) 2.55 2.68 d) 2.90

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

Design of structures using FEA

An arrangement, in which various members are interconnected with their constrained relative motion, the whole arrangement is then known as a structure. The degree of freedom of such a structure is zero. In such a structure, the load can act throughout the length of the structure or at the joints.

Question

STRUCTURAL ANALYSIS II

7 -
A continuous beam and the support reactions are given below. At which location from point
A, the shear force is equal to zero for span of AB.
135 kN
22 kN/m
51.34 kN-m
32.71 kN-m
D
58.6 kN
145.86 kN
84.48 kN
21.94 kN
– 3m+3m45m.
tasm
6 m
-45 m-
a)
3.75
b)
2.55
2.68
d)
2.90

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