What is the maximum allowable span for 12 inches-wide by 18 inches-deep beam? 10" 254 mm 103 mm Determine the approximate depth and span of the structural members in the following question using Architects' Studio Companion design aid diagrams below. The building construction is cast-in-place conventionally. reinforced concrete. 10,000 1000 SITECAST CONCRETE ONE-WAY SOLID SLAB 100,000 m 9500 m SITECAST CONCRETE COLUMNS NORMAL HEIGHT 1.8 m Light to medium loads Heary loads 100 fr 75 mm 150 mm 37 m 350 m 12 Span 55 m Nominal round com 525 mm 18 20 feet 26 feet 32 feet 36 feet 700 mm 24 600 mm Nominal square column size Fostensioning 7.3 m .... 30 750 mm 80 1500 mm 45 1150 mm 30 750 mm 15 400 mm SITECAST CONCRETE BEAMS AND GIRDERS 6m 12 m Span 60 18 m entionally reforced beams Postensioned beams 80 24 m

What is the maximum allowable span for 12 inches-wide by 18 inches-deep beam? 10" 254 mm 103 mm Determine the approximate depth and span of the structural members in the following question using Architects' Studio Companion design aid diagrams below. The building construction is cast-in-place conventionally. reinforced concrete. 10,000 1000 SITECAST CONCRETE ONE-WAY SOLID SLAB 100,000 m 9500 m SITECAST CONCRETE COLUMNS NORMAL HEIGHT 1.8 m Light to medium loads Heary loads 100 fr 75 mm 150 mm 37 m 350 m 12 Span 55 m Nominal round com 525 mm 18 20 feet 26 feet 32 feet 36 feet 700 mm 24 600 mm Nominal square column size Fostensioning 7.3 m .... 30 750 mm 80 1500 mm 45 1150 mm 30 750 mm 15 400 mm SITECAST CONCRETE BEAMS AND GIRDERS 6m 12 m Span 60 18 m entionally reforced beams Postensioned beams 80 24 m

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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