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kample 2-Prepare suming 20mm dia. 1 0.22 kg/m(L.C.E. a schedule of bars of the RC C. bcam shown in the attached drawing bars to weight 2.47 kg/m 12mm dia. bars 0.89 kg/m and 6mm dia. 1958. Converted in metric unit).

kample 2-Prepare suming 20mm dia. 1 0.22 kg/m(L.C.E. a schedule of bars of the RC C. bcam shown in the attached drawing bars to weight 2.47 kg/m 12mm dia. bars 0.89 kg/m and 6mm dia. 1958. Converted in metric unit).

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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Example 2-Prepare assuming 20mm dia. bil1 0.22 kg/m(L.C.E. 1958. Converted in metric unit). P55 CM a schedule of bars of the RC C. bcam shown in the attached drawing bars to weight 2.47 kg/m 12mm dia. bars 0.89 kg/m and 6mm dia. 2020 -6 mm 4 STIRRUPS 23 CM c/c a SECTION ON A-A ㅏ GMM STIRRUP: @20CM C/C THROUGHOUT THE LENGTH OF ST.AM 2-3 (20 mm BARS) 2-a (200 BARS). FIG. 4-10 - 2-C 12 mm BARS 130 2-b (20m: BAS) CRANKED -M LONG SECTION
Transcribed Image Text:Example 2-Prepare assuming 20mm dia. bil1 0.22 kg/m(L.C.E. 1958. Converted in metric unit). P55 CM a schedule of bars of the RC C. bcam shown in the attached drawing bars to weight 2.47 kg/m 12mm dia. bars 0.89 kg/m and 6mm dia. 2020 -6 mm 4 STIRRUPS 23 CM c/c a SECTION ON A-A ㅏ GMM STIRRUP: @20CM C/C THROUGHOUT THE LENGTH OF ST.AM 2-3 (20 mm BARS) 2-a (200 BARS). FIG. 4-10 - 2-C 12 mm BARS 130 2-b (20m: BAS) CRANKED -M LONG SECTION
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