- A Concrete Formwork For An 8 Inch Elevated Concrete Floor Slab Is To Be Designed Given The Following Drawings And Desig 1 (52.48 KiB) Viewed 37 times
A concrete formwork for an 8-inch elevated concrete floor slab is to be designed. Given the following drawings and desig
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A concrete formwork for an 8-inch elevated concrete floor slab is to be designed. Given the following drawings and desig
A concrete formwork for an 8-inch elevated concrete floor slab is to be designed. Given the following drawings and design variables, perform the 5 form work design steps as demonstrated in the class and provide a design summary table at the end. Sheathing Joist PO Stringer Shore Cross-section View Shore Stringer Given Concrete Unit weight = 160 lb/A • Materials Sheathing: Nominal 1-inch wood Joist: Nominal 2x4" lumber Stringer: Nominal 4x8"lumber Shores: Commercial 5,000-1b Max. Max deflection: A = 1/360 Allowable stresses for lumbers: Sheathing psi Other [kPa] Members psi (KPA) F107517412) 1250 (8619) F 174 (1200) 180 (1241) 405 (27921 F 850 (58611 E 1.36 x 100 1.40 x 106 19.4 x 10 19.7 x 10 All members are continuous over three or more spans, • Weight of the formwork: 10 lb/ft? Joint Sheathing . Plan View
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