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= For Problems 8.11 to 8.19, for the beams and loads given, select stirrup spacings if f = 4000 psi f = 4000 psi normal-weight concrete and fyt = 60,000 psiƒy = 60,000 psi. The dead loads shown include beam weights. Do not consider movement of live loads unless specifically requested. Assume #3 □ stirrups unless given otherwise. Problem 8.11 (One ans. 1 @ 6 in., 10 @ 12 in.) トー WD = 1 k/ft w₁ = 2 k/ft 28 ft 4 #11 24 in. 27 in. 16 in. 3 in.

= For Problems 8.11 to 8.19, for the beams and loads given, select stirrup spacings if f = 4000 psi f = 4000 psi normal-weight concrete and fyt = 60,000 psiƒy = 60,000 psi. The dead loads shown include beam weights. Do not consider movement of live loads unless specifically requested. Assume #3 □ stirrups unless given otherwise. Problem 8.11 (One ans. 1 @ 6 in., 10 @ 12 in.) トー WD = 1 k/ft w₁ = 2 k/ft 28 ft 4 #11 24 in. 27 in. 16 in. 3 in.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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= For Problems 8.11 to 8.19, for the beams and loads given, select stirrup spacings if f = 4000 psi f = 4000 psi normal-weight concrete and fyt = 60,000 psiƒy = 60,000 psi. The dead loads shown include beam weights. Do not consider movement of live loads unless specifically requested. Assume #3 □ stirrups unless given otherwise. Problem 8.11 (One ans. 1 @ 6 in., 10 @ 12 in.) トー WD = 1 k/ft w₁ = 2 k/ft 28 ft 4 #11 24 in. 27 in. 16 in. 3 in.
Transcribed Image Text:= For Problems 8.11 to 8.19, for the beams and loads given, select stirrup spacings if f = 4000 psi f = 4000 psi normal-weight concrete and fyt = 60,000 psiƒy = 60,000 psi. The dead loads shown include beam weights. Do not consider movement of live loads unless specifically requested. Assume #3 □ stirrups unless given otherwise. Problem 8.11 (One ans. 1 @ 6 in., 10 @ 12 in.) トー WD = 1 k/ft w₁ = 2 k/ft 28 ft 4 #11 24 in. 27 in. 16 in. 3 in.
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