A non-prismatic beam is loaded as shown in the figure. If the slope of point C is S/EI, what is the value of Sin kNm2?750 kN21A6 m1.5 m The wall footing shown in the figure is subjected to an ultimate linear load of Pu = 180 kN/m. The wallthickness is 97mm, thickness of footing is 300 mm, and width of footing is L = 1000 mm. What is the exactspacing of 10 mm main rebars based on flexural requirements of NSCP 2015? Consider as singly reinforcedwith f'c = 28 MPa and fy = 275 MPa. The Pu already includes the weight of the footing and soil.PuNGL

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Answered: A non-prismatic beam is loaded as shown…

A non-prismatic beam is loaded as shown in the figure. If the slope of point C is S/EI, what is the value of S n kNm2? 750 kN 21 A В 6 m 1.5 m

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

A non-prismatic beam is loaded as shown in the figure. If the slope of point C is S/EI, what is the value of S
in kNm2?
750 kN
21
A
6 m
1.5 m

The wall footing shown in the figure is subjected to an ultimate linear load of Pu = 180 kN/m. The wall
thickness is 97mm, thickness of footing is 300 mm, and width of footing is L = 1000 mm. What is the exact
spacing of 10 mm main rebars based on flexural requirements of NSCP 2015? Consider as singly reinforced
with f'c = 28 MPa and fy = 275 MPa. The Pu already includes the weight of the footing and soil.
Pu
NGL

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