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Assume that the beams along the girder lines A to F are simply supported between each column lines (1 to 2, 2 to 3 and 3 to 4). Design the flexural reinforcement in the T-beam along the beam line B spanning column lines 2 and 3 (i.e., Beam B2-B3). Note that the slab is only supported on beams on 2 sides (i.e., 1-way load transfer). The supplemental dead load (other than self-weight of slab) is 20 psf. Live load on the slab is 60 psf. The beam contains #3 shear stirrups. Provide sketches of the T-beam sections. fc' = 5000 psi fy = 60 ksi part b) calculate the deflection at the center of the beam B2-B3. Assume beam B2-B3 is simply supported, similar to the assumption above. 2 (5)@14-0-70-0" 3/4" 7" slab 6'-0" 1:0 1:0 A 1'-6" 14'-0" L7 slab 12'-6" 15-0 Typical Floor Plan 4th-7th (B) 110-1 30" Section A-A Symmetrical about A 16" typ 14'-0" 12'-6" (5)@36-0-216-0 0 Graphic scale() 14'-0" Beam (typ.) Assume that the beams along the girder lines A to F are simply supported between each column lines (1 to 2, 2 to 3 and 3 to 4). Design the flexural reinforcement in the T-beam along the beam line B spanning column lines 2 and 3 (i.e., Beam B2-B3). Note that the slab is only supported on beams on 2 sides (i.e., 1-way load transfer). The supplemental dead load (other than self-weight of slab) is 20 psf. Live load on the slab is 60 psf. The beam contains #3 shear stirrups. Provide sketches of the T-beam sections. fc' = 5000 psi fy = 60 ksi part b) calculate the deflection at the center of the beam B2-B3. Assume beam B2-B3 is simply supported, similar to the assumption above. 2 (5)@14-0-70-0" 3/4" 7" slab 6'-0" 1:0 1:0 A 1'-6" 14'-0" L7 slab 12'-6" 15-0 Typical Floor Plan 4th-7th (B) 110-1 30" Section A-A Symmetrical about A 16" typ 14'-0" 12'-6" (5)@36-0-216-0 0 Graphic scale() 14'-0" Beam (typ.)

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Super imposed dead load SD 15kft LL 25 Kft 9 Influence lines L All 21 20 ... View the full answer