2010-biTREINTORCED CONCHSTEHomework3Design the Inverted T-beam shown in the following floor system for both positive andnegative moments, then druw the detailing showing the top and bottom reinforcing sleelbars• The columns are masonry constructionAdditional Dead Load (Superimposed DL) - 2.5 KN/mLive Load: 4 kNmSlab Thickness : 150 mmf21 MPa , ty 420 MPa3.0mof9.0m3.3m40m 4.0m Ao4.0pm4.0m40mSECTION 1-1CRY407ENGINEERINGDEPARTMENT

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REINTORCED CONCHETE Homework3 Design the inverted T-beam shown in the following floor system for both positive and negative moments, then draw the detailing showing the top and botlom reinlorcing sleet bars • The columns are masonry construction • Additional Dead Load (Superimposed DL) 2.5 kN/m • Live Load: 4 KNm • Slab Thickness: 150 mm • 21 MPa ty 420 MPa 3.m of 3 3m 4 0m 40m SECTION 1-1 CA 407 ENGINEERING DEPARTMENT 111

REINTORCED CONCHETE Homework3 Design the inverted T-beam shown in the following floor system for both positive and negative moments, then draw the detailing showing the top and botlom reinlorcing sleet bars • The columns are masonry construction • Additional Dead Load (Superimposed DL) 2.5 kN/m • Live Load: 4 KNm • Slab Thickness: 150 mm • 21 MPa ty 420 MPa 3.m of 3 3m 4 0m 40m SECTION 1-1 CA 407 ENGINEERING DEPARTMENT 111

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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