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0:05
Ground slab side shutring | Raj digital work
236.9K views
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✅ 3000 Sq.ft. SLAB BEAM 📌 Roof Slab Area= 60’ x 50’ 📌 Roof Slab Thickness = 5’’= 0.4167’ 📌 BEAM SIZE ◼️ Cross Section= 10’’ x 18’’ ◼️ Total Running length = 560’ 📌 Total Wet Volume ◼️ ROOF SALB = 1250 CFT ◼️ BEAM = 700 CFT 📌 Total Dry Volume ◼️ Dry Volume = 1.54 x Wet Volume ◼️ Dry Volume = 1.54 x 1950 ◼️ 3003 CFT = 85.035 m 📌 Calculation of CEMENT ◼️ Weight of CEMENT ◼️ Weight of cement = 1/5.5 x 85.035 x 1440 ◼️ = 22 , 263.709 kg 📌 No. of CEMENT Bags ◼️ N0. of Cement Bag == 22 , 263.709
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