Given: The frame shown below supports dead and live loads, neglect self-weight. Load case U = 1.20+ 1.6L, f'c = 4,000 psi, fyt = 60,000 psi %3D DL PDL = 5k LL B PLL = 10 K

Structural Analysis
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Chapter2: Loads On Structures
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Problem 1
Given: The frame shown below supports dead and live loads, neglect self-weight.
Load case U = 1.2D + 1.6L, f'c = 4,000 psi, fyt = 60,000 psi
DL = 1.5 k/ft
LL = 2 k/ft
PDL = 5k
PLL = 10 K
1. Draw the shear envelope for design
of member AB.
8'
10
2. Design stirrup spacing along B-
midspan. Vary the spacing at least
once. Indicate where stirrups are not
required (if anywhere).
20
Transcribed Image Text:Problem 1 Given: The frame shown below supports dead and live loads, neglect self-weight. Load case U = 1.2D + 1.6L, f'c = 4,000 psi, fyt = 60,000 psi DL = 1.5 k/ft LL = 2 k/ft PDL = 5k PLL = 10 K 1. Draw the shear envelope for design of member AB. 8' 10 2. Design stirrup spacing along B- midspan. Vary the spacing at least once. Indicate where stirrups are not required (if anywhere). 20
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