A single span beam is simply supported between two columns and carries a reinforced concrete slab in addition to the column and loading shown in Figure below. Assume S275 steel and that dead loads are inclusive ofself weightbad = 10+35=45KN/m Mmax @ Mdesign = wL^28 Loads 35 KN m Slab Loads l KN m Figure Q3 Find the reactions at its respective supports due to the loads. Draw shear and bending moment diagrams Select a suitable standard universal beam and check the suitability of the section b) c) respect to shear and moment.
A single span beam is simply supported between two columns and carries a reinforced concrete slab in addition to the column and loading shown in Figure below. Assume S275 steel and that dead loads are inclusive ofself weightbad = 10+35=45KN/m Mmax @ Mdesign = wL^28 Loads 35 KN m Slab Loads l KN m Figure Q3 Find the reactions at its respective supports due to the loads. Draw shear and bending moment diagrams Select a suitable standard universal beam and check the suitability of the section b) c) respect to shear and moment.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Chapter 4: Beam Design
1.
A single span beam is simply supported between two columns and carries a reinforced
concrete slab in addition to the column and loading shown in Figure below. Assume S275
steel and that dead loads are inclusive fself weightad = 10+35=45kN/m
Mmax @ Mdesign = wL^2
Loads 35 kN m
Slab
Loads .10 KN m
Figure Q3
a)
b)
Find the reactions at its respective supports due to the loads.
Draw shear and bending moment diagrams
c)
Select a suitable standard universal beam and check the suitability of the section
respect to shear and moment.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F017cd93f-3716-4252-9fa3-23a0c91bdefc%2F5ee92591-6075-485e-8188-59429ef2adf7%2Fg4es4fz_processed.png&w=3840&q=75)
Transcribed Image Text:Chapter 4: Beam Design
1.
A single span beam is simply supported between two columns and carries a reinforced
concrete slab in addition to the column and loading shown in Figure below. Assume S275
steel and that dead loads are inclusive fself weightad = 10+35=45kN/m
Mmax @ Mdesign = wL^2
Loads 35 kN m
Slab
Loads .10 KN m
Figure Q3
a)
b)
Find the reactions at its respective supports due to the loads.
Draw shear and bending moment diagrams
c)
Select a suitable standard universal beam and check the suitability of the section
respect to shear and moment.
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