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"
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"
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.
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