A beam cross-section with the following un-factored dead (excluding self-weight) fe-4000 psi and - 60000 psi, respectively. Show your final cross-section, and checks including of 3k/ft needs to be designed according to the AC1318. The concrete and steel properties are bar sizes. As in initial starting point you are required to use p-0.5ps and self-weight of 400 lb/ft. on to 10 A. 30 ft 20 ft wp=2 k/ft
A beam cross-section with the following un-factored dead (excluding self-weight) fe-4000 psi and - 60000 psi, respectively. Show your final cross-section, and checks including of 3k/ft needs to be designed according to the AC1318. The concrete and steel properties are bar sizes. As in initial starting point you are required to use p-0.5ps and self-weight of 400 lb/ft. on to 10 A. 30 ft 20 ft wp=2 k/ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:fe-4000 psi and fy 60000 psi, respectively. Show your final cross-section, and checks including
of 3k/ft needs to be designed according to the AC1318. The concrete and steel properties are
A beam cross-section with the following un-factored dead (excluding self-weight) and live load
bar sizes.
As in initial starting point you are required to use
p=0.5ps and self-weight of 400 lb/ft.
on t
30 ft
20 ft
wp=2 k/ft
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Step 1: Determine the given data.
VIEWStep 2: Determine the dimensions.
VIEWStep 3: Determine the maximum bending moment.
VIEWStep 4: Determine the area of steel.
VIEWStep 5: Determine the depth of neutral axis.
VIEWStep 6: Check for design moment.
VIEWStep 7: Determine the number of bars.
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