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stimate for the concrete, formwork einforcement requirement of Beam GG-36. ength of Beam 1 = 8200mm ength of Beam 2 = 8200mm %3D

stimate for the concrete, formwork einforcement requirement of Beam GG-36. ength of Beam 1 = 8200mm ength of Beam 2 = 8200mm %3D

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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GG-36 IGG-36 AY G00x/00 600x/00 ( COLUMN ( COLUMN COL LC L1 L2 0.75 LC OR 0.25 L1 (GREATER GOVERNS) 0.25 L2 OR 0.25 LI SPLICE ZONE FOR (GREATER GOVERNS) GIRDER TOP BARS 0.25 L1 OR 0.75 LC 0.25 L2 0.25 L1 OR 0.25 L2 (GREATER GOVERNS) SPLICE LENGTH SEE TABLE A2 SPLICE LENGTH SEE TABLE EQ. EQ. TOP BARS AT SUPPORT EQ. EQ. CONTINUOUS WEB BARS -TOP BARS AT CANTILEVER'S DISCONTINUOUS END TOP BARS AT SUPPORT TOP BARS AT MIDSPAN TOP BARS AT MIDSPAN EQ. EQ. EQ. ED NO SPLICE SHALL BE ALLOWED 2d FROM THE FACE OF THE SUPPORT 2d Вотом BARS AT SUPPORT BOTTOM BARS AT MIDSPAN Воттом ВARS AT MIDSPAN 2d NO SPLICE SHALL BE ALLOWED 20 FROM THE FACE OF THE SUPPORT 0.165 L1 ВОТОМ ВARS AT CANTILEVER'S DISCONTINUOUS END ВОTTOМ BARS AT SUPPORT 50mm MAX. AT SUPPORT 0.165 L2 HOOP REINFORCEMENT SEE SCHEDULE HOOP REINFORCEMENT SEE SCHEDULE HOOP REINFORCEMENT SEE SCHEDULE DISCONTINUOUS FREE END CONTINUOUS END "A" OR "B" (SEE REMARKS) CONTINUOUS END "A" OR "B" (SEE REMARKS) DISCONTINUOUS END A1 Omm TYP. GG-131 400x700 GB-4 GB-4 009X00 COVER (TYP.) 40mm COVER (TYP.) GG-1 GB-
Transcribed Image Text:GG-36 IGG-36 AY G00x/00 600x/00 ( COLUMN ( COLUMN COL LC L1 L2 0.75 LC OR 0.25 L1 (GREATER GOVERNS) 0.25 L2 OR 0.25 LI SPLICE ZONE FOR (GREATER GOVERNS) GIRDER TOP BARS 0.25 L1 OR 0.75 LC 0.25 L2 0.25 L1 OR 0.25 L2 (GREATER GOVERNS) SPLICE LENGTH SEE TABLE A2 SPLICE LENGTH SEE TABLE EQ. EQ. TOP BARS AT SUPPORT EQ. EQ. CONTINUOUS WEB BARS -TOP BARS AT CANTILEVER'S DISCONTINUOUS END TOP BARS AT SUPPORT TOP BARS AT MIDSPAN TOP BARS AT MIDSPAN EQ. EQ. EQ. ED NO SPLICE SHALL BE ALLOWED 2d FROM THE FACE OF THE SUPPORT 2d Вотом BARS AT SUPPORT BOTTOM BARS AT MIDSPAN Воттом ВARS AT MIDSPAN 2d NO SPLICE SHALL BE ALLOWED 20 FROM THE FACE OF THE SUPPORT 0.165 L1 ВОТОМ ВARS AT CANTILEVER'S DISCONTINUOUS END ВОTTOМ BARS AT SUPPORT 50mm MAX. AT SUPPORT 0.165 L2 HOOP REINFORCEMENT SEE SCHEDULE HOOP REINFORCEMENT SEE SCHEDULE HOOP REINFORCEMENT SEE SCHEDULE DISCONTINUOUS FREE END CONTINUOUS END "A" OR "B" (SEE REMARKS) CONTINUOUS END "A" OR "B" (SEE REMARKS) DISCONTINUOUS END A1 Omm TYP. GG-131 400x700 GB-4 GB-4 009X00 COVER (TYP.) 40mm COVER (TYP.) GG-1 GB-
Estimate for the concrete, formworks, reinforcement requirement of Beam GG-36. Length of Beam 1 = 8200mm Length of Beam 2 = 8200mm %3D Size of Column = 800mm x 800mm Splicing = 1248mm Idh = 460mm hook = 640mm %3D
Transcribed Image Text:Estimate for the concrete, formworks, reinforcement requirement of Beam GG-36. Length of Beam 1 = 8200mm Length of Beam 2 = 8200mm %3D Size of Column = 800mm x 800mm Splicing = 1248mm Idh = 460mm hook = 640mm %3D
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