3.1 A line load of q per unit length is applied at the ground surface as shown inFigure 3.2. Given q = 44kN/m,T(a) Plot the variations of , and against x from x=-6m to x=-6m for == 2.4m.(b) Plot the variation of a with = (from = = Om to = = 6m) for x = 1.5m.COS185sing =Figure 3.2Jounit length0HE32THA4.04d.

Following is the figure shown in the question

Figure 3.2. Given q = 44kN/m, (a) Plot the variations of oz, ox, and Tz against x from x=+6m to x=-6m for == 2.4m. (b) Plot the variation of o, with = (from == Om to = = 6m) for x = 1.5m. 7= √2² +2² cose = sing= 34 M unit length ·a,

Figure 3.2. Given q = 44kN/m, (a) Plot the variations of oz, ox, and Tz against x from x=+6m to x=-6m for == 2.4m. (b) Plot the variation of o, with = (from == Om to = = 6m) for x = 1.5m. 7= √2² +2² cose = sing= 34 M unit length ·a,

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

3.1 A line load of q per unit length is applied at the ground surface as shown in
Figure 3.2. Given q = 44kN/m,
T
(a) Plot the variations of , and against x from x=-6m to x=-6m for == 2.4m.
(b) Plot the variation of a with = (from = = Om to = = 6m) for x = 1.5m.
COS
185
sing =
Figure 3.2
Jounit length
0
HE
32
THA
4.
04
d.

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