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From the given plan, using class A mixture, Determine the total number of bags(40kg) of cement for F1 footing. Size of footing is 1.5m x 1.5m x 0.4 m C-1 F1 3 4.20 0-1. F2 1 1.40 GB 4.00 GB GB -1F1 (1,F2 1.40 4.00 GB GB C1 F1 C1. F2 1.40 -420 GB 1.20 1.00 О 32 O 16 O 21 24 2)

From the given plan, using class A mixture, Determine the total number of bags(40kg) of cement for F1 footing. Size of footing is 1.5m x 1.5m x 0.4 m C-1 F1 3 4.20 0-1. F2 1 1.40 GB 4.00 GB GB -1F1 (1,F2 1.40 4.00 GB GB C1 F1 C1. F2 1.40 -420 GB 1.20 1.00 О 32 O 16 O 21 24 2)

Structural Analysis
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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From the given plan, using class A mixture, Determine the total number of bags(40kg) of cement for F1 footing. Size of footing is 1.5m x 1.5m x 0.4 m C-1 F1 3 4.20 0-1. F2 1 1.40 GB 4.00 GB GB -1F1 2 CH1,月2 1.40 4.00 GB GB 1 F1 GB C1. F2 140 -420 1.20 1,00 24 O 32 O 16 O 21
Transcribed Image Text:From the given plan, using class A mixture, Determine the total number of bags(40kg) of cement for F1 footing. Size of footing is 1.5m x 1.5m x 0.4 m C-1 F1 3 4.20 0-1. F2 1 1.40 GB 4.00 GB GB -1F1 2 CH1,月2 1.40 4.00 GB GB 1 F1 GB C1. F2 140 -420 1.20 1,00 24 O 32 O 16 O 21
What is the total length of bar mark 02. Use S1 250 mm. Size of column is 300 x 300 mm. 02 01 6.2 m 02 S1 L/2 03 Column 04 L = 5m SUPPORT MIDSPAN 250 mm 250 mm 40 mm 120 mm 40 mm 120 mm 400 mm 400 6-16 mm dia, 10 mm dia stirrups 2 @ 50, 8 @ 100, rest @ 200 mm 5-16 mm dia, 10 mm dia stirrups 2 @ 50, 8 @ 100, rest @ 200 mm
Transcribed Image Text:What is the total length of bar mark 02. Use S1 250 mm. Size of column is 300 x 300 mm. 02 01 6.2 m 02 S1 L/2 03 Column 04 L = 5m SUPPORT MIDSPAN 250 mm 250 mm 40 mm 120 mm 40 mm 120 mm 400 mm 400 6-16 mm dia, 10 mm dia stirrups 2 @ 50, 8 @ 100, rest @ 200 mm 5-16 mm dia, 10 mm dia stirrups 2 @ 50, 8 @ 100, rest @ 200 mm
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