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"

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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"
Transcribed Image Text: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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