Answered: Determine the ultimate uniform load, wu…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Determine the ultimate uniform load, wu of EACH beam indicated in the typical floor plan shown below. Assume all beams are carrying CHB wall except B5. Heigth of the wall is 3.25 m. Use load combination wu = 1.2DL + 1.6LL all beams. Assume the following design criteria: Concrete Slab = 23.6 KN/m3 Floor Finish = 0.05 KPa Slab Thickness: S1 = 0.125 m, S2 = 0.15 m Typical Interior Beam Sections = 200 mm x 400 mm Typical Exterior Beam Sections = 200 mm x 350 mm Ceiling System = 0.50 KPa 4” CHB both faces plastered (For Interior Walls) = 2.10 KPa 6” CHB both faces plastered (For Exterior Walls) = 2.73 KPa Residential Basic Floor Area Summarize all your load ouputs using table.

Determine the ultimate uniform load, w, of each beam indicated in the typical floor plan shown
below. Assume all beams are carrying CHB wall except B5. Heigth of the wall is 3.25 m. Use load
combination wu = 1.2DL + 1.6LL all beams. Assume the following design criteria:
Concrete Slab = 23.6 KN/m3
Floor Finish = 0.05 KPa
Slab Thickness: S1 = 0.125 m, S2 = 0.15 m
Typical Interior Beam Sections = 200 mm x 400 mm
Typical Exterior Beam Sections = 200 mm x 350 mm
Ceiling System = 0.50 KPa
4" CHB both faces plastered (For Interior Walls) = 2.10 KPa
6" CHB both faces plastered (For Exterior Walls) = 2.73 KPa
Residential Basic Floor Area
Summarize all your load ouputs using table.
1.5m
5.5m
5m
C1
C3
GB1
B1
S2
S2
B2 4m
B2
B4
OPEN
B3
C2
C1
C1
GB2
B3
B2
s1
B5
S1
B2 2m
B3
B3
C1
C2
B2
S2
B3
S2
B2
5m
C1
B1
B1
ci
Typical Floor Framing Plan

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