COLUMN COLUMN COL L1 L2 LC 0.75 LC OR 0.25 L1 (GREATER GOVERNS) 0.25 L OR 0.75 LC 0.25 L2 0.25 L1 OR 0.25 12 SPUCE LENGT

[answerhappygod]

Column Column Col L1 L2 Lc 0 75 Lc Or 0 25 L1 Greater Governs 0 25 L Or 0 75 Lc 0 25 L2 0 25 L1 Or 0 25 12 Spuce Lengt 1 (89.7 KiB) Viewed 45 times

COLUMN COLUMN COL L1 L2 LC 0.75 LC OR 0.25 L1 (GREATER GOVERNS) 0.25 L OR 0.75 LC 0.25 L2 0.25 L1 OR 0.25 12 SPUCE LENGTH (GREATER GOVERNS) | SEE TABLE A2 EQ. EO. 0.25 L2 OR 0.25 LISPUICE ZONE FOR (GREATER GOVERNS) GIRDER TOP BARS SPLICE LENGTH SEE TABLE TOP BARS EQ. EO. AT SUPPORT TOP BARS AT MIDSPAN CONTINUOUS WEB BARS -TOP BARS AT CANTILEVER'S DISCONTINUOUS END TOP BARS AT SUPPORT TOP BARS AT MIDSPAN Omm TYP. 40mm COVER (TYP.) 2d EO. EQ. 40mm COVER (TYP.) BOTTOM BARS AT SUPPORT BOTTOM BARS AT MIDSPAN BOTTOM BARS AT MIDSPAN 0.165 L1 BOTTOM BARS AT CANTILEVER'S DISCONTINUOUS END BOTTOM BARS AT SUPPORT 2d NO SPLICE SHALL BE ALLOWED 20 FROM THE FACE OF THE SUPPORT EO. ETH NO SPUCE SHALL BE ALLOWED 2d FROM THE FACE OF THE SUPPORT 0.165 12 50mm MAX. AT SUPPORT DISCONTINUOUS END HOOP REINFORCEMENT HOOP REINFORCEMENT HOOP REINFORCEMENT SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE DISCONTINUOUS CONTINUOUS END CONTINUOUS END FREE END A OR ** "A" OR "B" (SEE REMARKS) (SEE REMARKS) Estimate for the concrete, formworks, reinforcement requirement of Beam GG-36. Length of Beam 1 = 8200mm Length of Beam 2 = 8200mm Size of Column = 800mm x 800mm Splicing = 1248mm Idh = 460mm hook = 640mm
AY BUTYZ007 GO=36 OG-151 400x700 GB-4 400x600 FOOXZOT GR-4 400x600 400x7 GB-