110. A concrete beam similar to that shown in Figure 6.25 sustains a uniform live load of 1.5 klf and a uniform dead loa

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110. A concrete beam similar to that shown in Figure 6.25 sustains a uniform live load of 1.5 klf and a uniform dead loa

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110 A Concrete Beam Similar To That Shown In Figure 6 25 Sustains A Uniform Live Load Of 1 5 Klf And A Uniform Dead Loa 1
110 A Concrete Beam Similar To That Shown In Figure 6 25 Sustains A Uniform Live Load Of 1 5 Klf And A Uniform Dead Loa 1 (44.53 KiB) Viewed 41 times
110 A Concrete Beam Similar To That Shown In Figure 6 25 Sustains A Uniform Live Load Of 1 5 Klf And A Uniform Dead Loa 2
110 A Concrete Beam Similar To That Shown In Figure 6 25 Sustains A Uniform Live Load Of 1 5 Klf And A Uniform Dead Loa 2 (55.28 KiB) Viewed 41 times
110. A concrete beam similar to that shown in Figure 6.25 sustains a uniform live load of 1.5 klf and a uniform dead load of 1 klf on a span of 24 ft. Determine the layout for a set of No. 3 U-stirrups using $ = 3 ksi and fy= 40 ksi [276 MPa]. The beam section dimensions are b= 12 in. and d=26 in.
226 CONONITE STRUCTURES Figure 6.25 Reference for and 12° Wii - 3 kips/T (43.8 km) Wok - 2 kips/T (20.2 KNUM 24 (610 mm 16' (4.8m) (b) (a) Maximum V. - 57.6 kips (72/96)(57.6) - 43.2 kips V, -19.5 kips 72" V. = 23.7 kips .V.-11.85 kips d = 24 (19.6/57.6)(96) - 32.7" (11.85/57.6)(96) - 19.7" R = 76.3" Span = 96* (d) | | | TI 165, 4010, 312 81"
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