● ● ● ● ● On the plan view, sketch the load paths for the floor. Draw the free body diagram for beam JKL. Draw the FBD for beam EH. Draw the shear diagram for beam EH. Draw the moment diagram for beam EH. ould he th o All floor slabs are 6 inch thick reinforced concrete. o Neglect the self-weight of the beams. o Unit weight of reinforced concrete is 150 lb/ft.³ o Neglect Live Loads (assume Live Load = 0 lb/ft.²).
● ● ● ● ● On the plan view, sketch the load paths for the floor. Draw the free body diagram for beam JKL. Draw the FBD for beam EH. Draw the shear diagram for beam EH. Draw the moment diagram for beam EH. ould he th o All floor slabs are 6 inch thick reinforced concrete. o Neglect the self-weight of the beams. o Unit weight of reinforced concrete is 150 lb/ft.³ o Neglect Live Loads (assume Live Load = 0 lb/ft.²).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Please do the FIRST bullet point and draw on the floor plan provided. Show how you got your values for ur shear and moment diagrams!! HANDWRITTEN work only. The same person keeps answering and they’re not doing what I’m asking. Follow the directions or leave it alone you’re making me use up my questions!!!

Transcribed Image Text:●
●
●
On the plan view, sketch the load paths for the floor.
Draw the free body diagram for beam JKL.
Draw the FBD for beam EH.
Draw the shear diagram for beam EH.
Draw the moment diagram for beam EH.
O
All floor slabs are 6 inch thick reinforced concrete.
Neglect the self-weight of the beams.
o
o
Unit weight of reinforced concrete is 150 lb/ft.³
o Neglect Live Loads (assume Live Load = 0 lb/ft.²).
10 ft.
10 ft.
20 ft.
15 ft.
G
K
*
Figure 2
15 ft.
B
E
H
Open to
Below
20 ft.
M

Transcribed Image Text:10 ft.
10 ft.
20 ft.
A
D
F
15 ft.
G
K
15 ft.
B
JE
'Н H
*
Open to
Below
20 ft.
C
M
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