COMPUTE MV, FOR BEAMS 1, 2, 3 AND 4. ASSUMPTIONS: LIVE LOAD = 75p56 MECHANICAL EQUIP = SopsF 10' EXTERIOR WALL - COLUMNS -16"x16". BEAMS 14" x 24" INTEGRAL SUB - 7" Sopsf OR 500 LB/ET
COMPUTE MV, FOR BEAMS 1, 2, 3 AND 4. ASSUMPTIONS: LIVE LOAD = 75p56 MECHANICAL EQUIP = SopsF 10' EXTERIOR WALL - COLUMNS -16"x16". BEAMS 14" x 24" INTEGRAL SUB - 7" Sopsf OR 500 LB/ET
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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VIEWStep 2: Classification of slab
VIEWStep 3: Load on beam B1
VIEWStep 4: Load on beam B2
VIEWStep 5: Load on beam B3 and B4
VIEWStep 6: Determination of maximum Shear force and Bending moment for beam B1
VIEWStep 7: Determination of maximum Shear force and Bending moment for beam B2
VIEWStep 8: Determination of maximum Shear force and Bending moment for beam B3 and B4
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