2. Draw the influence line for (a) the vertical reaction at A, (b) the shear at C, (c) the moment at C, (d) the shear D of the simple beam with overhang. 2m D 4m A 6 m * C 6 m B (e) What is the maximum shear at C due to a concentrated live load P = 25 kN? Show with a sketch where the load will be applied to obtain the maximum value. (f) What is the maximum negative moment at C due to a uniform live load with intensity 15 kN/m? Show with a sketch where the load will be applied to obtain the maximum value. W=

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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1.
2.
Draw the influence line for (a) the vertical reaction at A, (b) the shear at C, (c) the moment at
C, (d) the shear D of the simple beam with overhang.
2m D
4m A
6 m
*
C
6 m
B
(e) What is the maximum shear at C due to a concentrated live load P = 25 kN? Show
with a sketch where the load will be applied to obtain the maximum value.
(f) What is the maximum negative moment at C due to a uniform live load with intensity
15 kN/m? Show with a sketch where the load will be applied to obtain the
maximum value.
W=
Transcribed Image Text:2. Draw the influence line for (a) the vertical reaction at A, (b) the shear at C, (c) the moment at C, (d) the shear D of the simple beam with overhang. 2m D 4m A 6 m * C 6 m B (e) What is the maximum shear at C due to a concentrated live load P = 25 kN? Show with a sketch where the load will be applied to obtain the maximum value. (f) What is the maximum negative moment at C due to a uniform live load with intensity 15 kN/m? Show with a sketch where the load will be applied to obtain the maximum value. W=
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