Assume a pressure load "p," is applied on the entire framing plan shown below. Show the equivalent uniform load and vertical reactions for all beams. Using the equivalent uniform load, draw the moment diagrams for beams DE, EF, and Fl only. 6 kpa Assume p.
Assume a pressure load "p," is applied on the entire framing plan shown below. Show the equivalent uniform load and vertical reactions for all beams. Using the equivalent uniform load, draw the moment diagrams for beams DE, EF, and Fl only. 6 kpa Assume p.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:Assume a pressure load "p," is applied on the entire framing plan shown below.
Show the equivalent uniform load and vertical reactions for all beams.
Using the equivalent uniform load, draw the moment diagrams for beams DE, EF, and FI only.
6 kpa
Assume p. =
3.0m
4.0m
4.0m
A
D
-9.0m
B
E
K
4.0m
TI
F
Expert Solution
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Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step 1: Introduce the problem statement
VIEWStep 2: Classify the slabs
VIEWSolution
VIEWStep 3: Draw equivalent load diagram
VIEWStep 4: Determine equivalent load dfrom each slab
VIEWStep 5: Determine load on individual beams
VIEWStep 6: Determine approximate vertical reactions
VIEWStep 7: Analysis of beam DE and EF
VIEWStep 8: Bending moment for beam DE and EF
VIEWStep 9: Analysis of beam CF, FI and IL
VIEWStep 10: Bending moment for beam CF, FI and IL
VIEWStep by step
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