Calculate the required reinforcement for the Maximum Negative Moment for Girder G-4. Select suitable reinforcement and perform full check on your selection. Sketch your section. The following sketch shows the plan view of a typical floor in a building, and thedifferent loads and sizes of all the elements in the building. The column supportsfive floors plus the roof of the building. Each Floor height is 4.5 meters. Thebuilding is braced, and monolithically constructed.Slab Thickness =120 mmВeam Size %3D 250х 500 mmGirder Size = 300 x 500 mmColumn Size = 500 x 5004 x 2 m = 8m4 x 1.5 m = 6 mNorthCOLUMNG-1G-1S. Dead Load = 2.5 kN/m?S. Live Load = 3 kN/m² (Roof & floors)Walls load = 3 kN/m²Walls are 4 meter highParapet 1-meter high around the roofWalls are used at all GridlinesBEAMSIG-2G-2fcu =40 N/mm2GIRDERfy = 460 N/mm²3G-3G-3Cover to stirrups 40 mmAssume 8mm stirrupsG-4G-4BcolumnНcolumnCalculate the required reinforcement for the Maximum Negative Momentfor Girder G-4. Select suitable reinforcement and perform full check on yourselection. Sketch your section.5.5 m8 mB-1B-1B-1B-2B-2B-2B-2B-2B-2B-2B-2B-2B-3B-3B-3B-4B-4B-4B-4B-4B-4B-4B-4B-4B-5В-5

Given data : fcu = 40 N/mm2fy = 460 N/mm2 Slab thickness = 120mm Dead load = 2.5 kN/sqm Live load…

The following sketch shows the plan view of a typical floor in a building, and the different loads and sizes of all the elements in the building. The column supports five floors plus the roof of the building. Each Floor height is 4.5 meters. The building is braced, and monolithically constructed. Slab Thickness =120 mm 4 x 2 m = 8m J4x 1.5 m = 6 m North COLUMN Beam Size = 250 x 500 mm Girder Size = 300 x 500 mm G-1 G-1 Column Size = 500 x 500 S. Dead Load = 2.5 kN/m2 S. Live Load = 3 kN/m² (Roof & floors) Walls load = 3 kN/m² Walls are 4 meter high Parapet 1-meter high around the roof Walls are used at all Gridlines BEAMS G-2 |G-2 fcu =40 N/mm? GIRDER fy = 460 N/mm2 3 Cover to stirrups 40 mm Assume 8mm stirrups Bcolumn G-4 Hcolumn Calculate the required reinforcement for the Maximum Negative Mo for Girder G-4. Select suitable reinforcement and perform full check o 5.5 m 7 m 8 m_ B-1 B-1 B-1 B-2 B-2 B-2 B-2 B-2 B-2 B-2 B-2 B-2 B-3 B-3 B-3 B-4 B-4 B-4 B-4 2 B-4 B-4 B-4 B-4 B-4 B-5 B-5/ B-5

The following sketch shows the plan view of a typical floor in a building, and the different loads and sizes of all the elements in the building. The column supports five floors plus the roof of the building. Each Floor height is 4.5 meters. The building is braced, and monolithically constructed. Slab Thickness =120 mm 4 x 2 m = 8m J4x 1.5 m = 6 m North COLUMN Beam Size = 250 x 500 mm Girder Size = 300 x 500 mm G-1 G-1 Column Size = 500 x 500 S. Dead Load = 2.5 kN/m2 S. Live Load = 3 kN/m² (Roof & floors) Walls load = 3 kN/m² Walls are 4 meter high Parapet 1-meter high around the roof Walls are used at all Gridlines BEAMS G-2 |G-2 fcu =40 N/mm? GIRDER fy = 460 N/mm2 3 Cover to stirrups 40 mm Assume 8mm stirrups Bcolumn G-4 Hcolumn Calculate the required reinforcement for the Maximum Negative Mo for Girder G-4. Select suitable reinforcement and perform full check o 5.5 m 7 m 8 m_ B-1 B-1 B-1 B-2 B-2 B-2 B-2 B-2 B-2 B-2 B-2 B-2 B-3 B-3 B-3 B-4 B-4 B-4 B-4 2 B-4 B-4 B-4 B-4 B-4 B-5 B-5/ B-5

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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