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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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