3. Determine the long-term deflection (greater than 60 months) for the section shown below. Assume that 20% of the live

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: 3 Determine The Long Term Deflection Greater Than 60 Months For The Section Shown Below Assume That 20 Of The Live 1 (23.66 KiB) Viewed 35 times

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3. Determine the long-term deflection (greater than 60 months) for the section shown below. Assume that 20% of the live load is sustained. The loads on the beam are provided below. The concrete is normal weight, f.' = 4,500 psi, and fy = 60,000 psi. The span of the beam is 26-ft and is simply supported. Assume the clear cover is 1.5 in and #4 stirrups. For the maximum deflection of the beam use the basic deflection equation below. (40 pts.) 5w1* Amax = 384E1 Unfactored uniformly distributed loads: Wp = 1.4 kips/ft (includes self-weight) W!= 1.6 kips/ft
Name: Panther ID: 3. Determine the long-term deflection (greater than 60 months) for the section shown below. Assume that 20% of the live load is sustained. The loads on the beam are provided below. The concrete is normal weight. -4,500 psi, and f, -60,000 psi. The span of the beam is 26-ft and is simply supported. Assume the clear cover is 1.5 in. and #4 stirrups. For the maximum deflection of the beam use the basic deflection equation below. (40 pts.) Sw!" 384E1 Unfactored uniformly distributed loads: wp-1.4 kips/ft (includes self-weight) W = 1.6 kips/ft
Name: Panther ID: 3. Determine the long-term deflection (greater than 60 months) for the section shown below. Assume that 20% of the live load is sustained. The loads on the beam are provided below. The concrete is normal weight, f* = 4,500 psi, and f, = 60,000 psi. The span of the beam is 26-ft and is simply supported. Assume the clear cover is 1.5 in. and #4 stirrups. For the maximum deflection of the beam use the basic deflection equation below. (40 pts.) Sw!" Amax 384E1 Unfactored uniformly distributed loads: wp=1.4 kips/ft (includes self-weight) W-16 kips/tt 12 in 32.5 In 38 In . . 00 6 No. 9 bars