Answered: WLL -3 Kips/t (43.8 KNm) WDL -2 kipst…

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 concrete beam similar to that shown in Figure 13.18 sustains a uniform live load of 1.5 klf and a uniform dead load of 1 klf on a span of 20 ft. Determine the layout for a set of No. 3 U-stirrups using the stress method with fy = 40 ksi and f ′ c = 3000 psi. The beam section dimensions are b = 10 in. and d = 23 in.

WLL -3 Kips/t (43.8 KNm)
WDL -2 kipst (29.2 KNm)
12
24
16' (4.8 m)
[610 mm
(a)
(b)
Maximum V.- 57.6 kips
(72/96)(57.6) - 43.2 klps
V,- 19.5 klps
72
OV_- 23.7 kips
% V- 11.85 kips
(c)
d-24"
(19.6/57.6)(96) -32.7
(11.85/57.6)(96) - 19.7
R- 76.3"
% Span - 96
(d)
105, 4010, 30 12 - 81"

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