Help me pls.be detailed GG-36IGG-36AYG00x/00600x/00( COLUMN( COLUMNCOLLCL1L20.75 LC OR 0.25 L1(GREATER GOVERNS)0.25 L2 OR 0.25 LI SPLICE ZONE FOR(GREATER GOVERNS) GIRDER TOP BARS0.25 L1 OR 0.75 LC0.25 L20.25 L1 OR 0.25 L2(GREATER GOVERNS)SPLICE LENGTHSEE TABLEA2SPLICE LENGTHSEE TABLEEQ. EQ.TOP BARSAT SUPPORTEQ. EQ.CONTINUOUSWEB BARS-TOP BARS ATCANTILEVER'SDISCONTINUOUSENDTOP BARSAT SUPPORTTOP BARSAT MIDSPANTOP BARSAT MIDSPANEQ. EQ.EQ. EDNO SPLICESHALL BEALLOWED 2dFROM THEFACE OF THESUPPORT2dВотом BARSAT SUPPORTBOTTOM BARSAT MIDSPANВоттом ВARSAT MIDSPAN2dNO SPLICESHALL BEALLOWED 20FROM THEFACE OF THESUPPORT0.165 L1ВОТОМ ВARSAT CANTILEVER'SDISCONTINUOUSENDВОTTOМ BARSAT SUPPORT50mm MAX.AT SUPPORT0.165 L2HOOP REINFORCEMENTSEE SCHEDULEHOOP REINFORCEMENTSEE SCHEDULEHOOP REINFORCEMENTSEE SCHEDULEDISCONTINUOUSFREE ENDCONTINUOUS END"A" OR "B"(SEE REMARKS)CONTINUOUS END"A" OR "B"(SEE REMARKS)DISCONTINUOUS ENDA1OmmTYP.GG-131400x700GB-4GB-4009X00COVER(TYP.)40mmCOVER(TYP.)GG-1GB- Estimate for the concrete, formworks,reinforcement requirement of BeamGG-36.Length of Beam 1 = 8200mmLength of Beam 2 = 8200mm%3DSize of Column = 800mm x 800mmSplicing = 1248mmIdh = 460mmhook = 640mm%3D

Point B x=45.229cos1°55'20''=45.2035y=45.229sin1°55'20''=1.5771RL of c=RL of…

Answered: Estimate for the concrete, formworks,…

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

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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Question

Help me pls.be detailed

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

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