A flor system has simple-span at 445 millimetars on centers. Each beam- has a crois-sectim' It carr ies 75 mm masmrg flooring with mm cement files on Hhe top op the masonry floring. if the weight of the wood is 7.5 kN/m² and the masinry is Z3.5 kN/m3 deter imine the safest Hhe following. of 200 mm x I50mm and hor fing th of 945 meters. vniform lrad o be added considun 9) Bending Strees 166MP. b) Sheaving stress 2.o5 MPa 9 Defkchion if the allowable is 4o60 In c part is L/ 360
A flor system has simple-span at 445 millimetars on centers. Each beam- has a crois-sectim' It carr ies 75 mm masmrg flooring with mm cement files on Hhe top op the masonry floring. if the weight of the wood is 7.5 kN/m² and the masinry is Z3.5 kN/m3 deter imine the safest Hhe following. of 200 mm x I50mm and hor fing th of 945 meters. vniform lrad o be added considun 9) Bending Strees 166MP. b) Sheaving stress 2.o5 MPa 9 Defkchion if the allowable is 4o60 In c part is L/ 360
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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