Calculate the loadings on the column. The column will be supporting the loads from the roof and walls. Roof construction & wall construction are shown in the figure. Values of loadings (in kPa) are also given in the table. Roof slope is 15 degrees. Add 1m overhang. Eave's height is 5m, and bay width is 6.4m. Table 1. Load Values Lr D Roofing Sheet Purlins Truss Weight 7.6m span 9.15m span 12.2m span Suspended Metal Lath w/ gypsum board Plaster board per 10mm thick 0.6 kPa 0.1 kPa 0.03 kPa 0.24 kN/m 0.27 kN/m 0.30 kN/m 0.230 kPa 0.48 kPa SPAN 7.6 m 9. 15 m 12.2 m Factored loads Factored loads (Roof) (Wall) Max Axial load (kN)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Refer to the figures attached.

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TRIBUTARy
APEA
OF Peop
TRIBUTAR
AREA
C WAH
Fig 1. Tributary Area
team voor
4 DEAD EILHT
LoA DINS
WALL
COven
SPAN
Fig 2. Loading diagram for
roof
Fig 3. Loading diagram from
wall covering
PURLINS
PLASTER
BOAPD BM
TRUSS
potING
SUSPENDED
METAL
LATH
Fig 4. Roof Section
Fig 5. Wall Section
Transcribed Image Text:TRIBUTARy APEA OF Peop TRIBUTAR AREA C WAH Fig 1. Tributary Area team voor 4 DEAD EILHT LoA DINS WALL COven SPAN Fig 2. Loading diagram for roof Fig 3. Loading diagram from wall covering PURLINS PLASTER BOAPD BM TRUSS potING SUSPENDED METAL LATH Fig 4. Roof Section Fig 5. Wall Section
Calculate the loadings on the column. The column will be supporting the loads from the roof and
walls. Roof construction & wall construction are shown in the figure. Values of loadings (in kPa) are
also given in the table. Roof slope is 15 degrees. Add 1m overhang. Eave's height is 5m, and bay
width is 6.4m.
Table 1. Load Values
Lr
0.6 kPa
Маx
D
Roofing Sheet
0.1 kPa
Factored loads Factored loads
SPAN
Axial load
(Roof)
(Wall)
Purlins
0.03 kPa
(kN)
Truss Weight
7.6m span
0.24 kN/m
7.6 m
9.15m span
0.27 kN/m
12.2m span
0.30 kN/m
9. 15 m
Suspended Metal
Lath w/ gypsum
0.230 kPa
12.2 m
board
Plaster board per
0.48 КPa
10mm thick
Transcribed Image Text:Calculate the loadings on the column. The column will be supporting the loads from the roof and walls. Roof construction & wall construction are shown in the figure. Values of loadings (in kPa) are also given in the table. Roof slope is 15 degrees. Add 1m overhang. Eave's height is 5m, and bay width is 6.4m. Table 1. Load Values Lr 0.6 kPa Маx D Roofing Sheet 0.1 kPa Factored loads Factored loads SPAN Axial load (Roof) (Wall) Purlins 0.03 kPa (kN) Truss Weight 7.6m span 0.24 kN/m 7.6 m 9.15m span 0.27 kN/m 12.2m span 0.30 kN/m 9. 15 m Suspended Metal Lath w/ gypsum 0.230 kPa 12.2 m board Plaster board per 0.48 КPa 10mm thick
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