For Problems 8.11 to 8.19, for the beams and loads given, select stimup spacings if = 4000 psi normal-weight concrete and 1, = 60,000 psi. The dead loads shown include beam weights. Do not consider movement of live loads unless specifically requested. Assume #3u stimups unless given otherwise. Problem 8.12
For Problems 8.11 to 8.19, for the beams and loads given, select stimup spacings if = 4000 psi normal-weight concrete and 1, = 60,000 psi. The dead loads shown include beam weights. Do not consider movement of live loads unless specifically requested. Assume #3u stimups unless given otherwise. Problem 8.12
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:For Problems 8.11 to 8.19, for the beams and loads given, select stimup spacings if f, = 4000 psi normal-weight concrete and
1, = 60,000 psi. The dead loads shown include beam weights. Do not consider movement of live loads unless specifically requested.
Assume #3 u stirrups unless given otherwise.
Problem 8.12
WD = 2 k/ft
W = 4 k/ft
27 in. 30 in.
4 #9
-18 ft
-12 in.--
3 in.
Please explain each step and provide the
necessary formulas/equations used
(explanation of the use of these will be
required), thank you (I will provide an upvote
for good explanation)
Part 1 You need to round stirrup spacings to
multiples of 3 inches (i.e., 3, 6, 9in. and etc.) and
start the first stirrup at a distance of 3 inches
from the face of the support.
Part 2:Sketch and label the final stirrup
spacings
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