Question one The idealized framing plan for a floor system located in the lobby of an office building is shown in the Fig Q1. The floor is made using 150 mm thickness reinforced concrete with unit weight of 24 kN/m³. If the walls of the elevator shaft are made from 100 mm thick lightweight solid concrete masonry with density of 16.5 kN/m³ and has a height of 3 meters. Plot the shear and bending moment diagrams for the beam AB and determine the maximum moment in the beam. Consider all members to be simply supported and Neglect the weight of the members. T 8 m + 8m H + 8 m D F E H Elevator shaft B +6m +8 8 m Fig. Q1: Framing plan of a floor system 8m
Question one The idealized framing plan for a floor system located in the lobby of an office building is shown in the Fig Q1. The floor is made using 150 mm thickness reinforced concrete with unit weight of 24 kN/m³. If the walls of the elevator shaft are made from 100 mm thick lightweight solid concrete masonry with density of 16.5 kN/m³ and has a height of 3 meters. Plot the shear and bending moment diagrams for the beam AB and determine the maximum moment in the beam. Consider all members to be simply supported and Neglect the weight of the members. T 8 m + 8m H + 8 m D F E H Elevator shaft B +6m +8 8 m Fig. Q1: Framing plan of a floor system 8m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:Question one
The idealized framing plan for a floor system located in the lobby of an office building is shown
in the Fig Q1. The floor is made using 150 mm thickness reinforced concrete with unit weight of
24 kN/m³. If the walls of the elevator shaft are made from 100 mm thick lightweight solid concrete
masonry with density of 16.5 kN/m³ and has a height of 3 meters.
Plot the shear and bending moment diagrams for the beam AB and determine the maximum
moment in the beam. Consider all members to be simply supported and Neglect the weight of the
members.
T
8 m
H
+
8m
+
8m
D
F
E
H
Elevator
shaft
B
+6m +8
8 m
Fig. Q1: Framing plan of a floor system
8m
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