5) Determine and select the steel required for both directions (bending and transverse) of a one- way solid slab that is 9 in. thick with a factored design moment of 16 k-ft for a 1 ft wide strip; f! = 4 ksi, fy = 50 ksi, d= 8.25 in. Limit the bars to #8 or smaller and observe the maximum spacing limits. (The moment capacity does not need to be determined.)
5) Determine and select the steel required for both directions (bending and transverse) of a one- way solid slab that is 9 in. thick with a factored design moment of 16 k-ft for a 1 ft wide strip; f! = 4 ksi, fy = 50 ksi, d= 8.25 in. Limit the bars to #8 or smaller and observe the maximum spacing limits. (The moment capacity does not need to be determined.)
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Transcribed Image Text:5) Determine and select the steel required for both directions (bending and transverse) of a one-
way solid slab that is 9 in. thick with a factored design moment of 16 k-ft for a 1 ft wide strip;
f! = 4 ksi, fy = 50 ksi, d = 8.25 in. Limit the bars to #8 or smaller and observe the maximum
spacing limits. (The moment capacity does not need to be determined.)
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