pls answer with FULL SOLUTION. topic is PRESTRESSED CONCRETE. the answer should be 300 ft-k The beam shown in Figure 2 has a 30-ft simple span, fc 5000 psi, ipu 250,000 psi, and the initial prestress...
The beam shown in Figure 2 has a 30-ft simple span, fc 5000 psi, ipu 250,000 psi, and the initial prestress is 160,000 psi, and 10% losses. Compute the permissible ultimate moment capacity of the beam if fpy -200,000 psi. Express your answer in ft-kip with two decimal places n. 0.9 in.2 3 in. 14 in
The beam shown in Figure 2 has a 30-ft simple span, fc 5000 psi, ipu 250,000 psi, and the initial prestress is 160,000 psi, and 10% losses. Compute the permissible ultimate moment capacity of the beam if fpy -200,000 psi. Express your answer in ft-kip with two decimal places n. 0.9 in.2 3 in. 14 in