The continuous one-way joist slab section shown over three spans of L=5m each is loaded with exterior dead load 3kN/m2 and live load 2kN/m². Use hourdis with density 12KN/m³. Calculate the factored load Wu in
The continuous one-way joist slab section shown over three spans of L=5m each is loaded with exterior dead load 3kN/m2 and live load 2kN/m². Use hourdis with density 12KN/m³. Calculate the factored load Wu in
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![The continuous one-way joist
slab section shown over three
spans of L=5m each is loaded
with exterior dead load
3kN/m² and live load 2kN/m².
Use hourdis with density
12KN/m3. Calculate the
factored load Wu in
(kN/m/Rib).
a. 7.1
b. 9.1
c. 8.1
d. 6.1](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fde022c16-50c6-45f7-96a6-edf43d229a1e%2F0501a066-838e-41fd-a241-91c214b68445%2Fq9gkjs_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The continuous one-way joist
slab section shown over three
spans of L=5m each is loaded
with exterior dead load
3kN/m² and live load 2kN/m².
Use hourdis with density
12KN/m3. Calculate the
factored load Wu in
(kN/m/Rib).
a. 7.1
b. 9.1
c. 8.1
d. 6.1
![70mm
270mm
120 400mm 120](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fde022c16-50c6-45f7-96a6-edf43d229a1e%2F0501a066-838e-41fd-a241-91c214b68445%2Fuzwiazr_processed.jpeg&w=3840&q=75)
Transcribed Image Text:70mm
270mm
120 400mm 120
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