Using SI system and ACI Code
design a one way slab
20 meter long
7.7 meter wide
with a dead load of 3.3 kg/m2
and the a unit weight of concrete of
2400kg/m3
consider live load of 4kg/m2
thank you Civil Engineers
Using SI system and ACI Code design a one way slab 20 meter long 7.7 meter wide with a dead load ...
RENFORCEMENT CONCRETE DESIGN (ACI-Code 2019). Reinforced Concrete Design Example 1: Using the ACI-Code approximate structural analysis, design for a warehouse, a continuous one-way solid slab supported on beams 4.0 m apart as shown in Figure. Assume that the beam webs are 30 cm wide. The dead load is 3 kN/m² in addition to the own weight of the slab, and the live load is 3 kN/m². Use fcº=28MPa, fy= 420MPa 8.0 m 4.0 m 4.0 m 4.0 m
Design an interior one-way slab for the figure and load shown below. Given: fc = 4000 psi, fy 60,000 psi The only dead load is the weight of the slab Do not use the ACI Code's minimum thickness for deflection Table 7.3.II Steel percentage p 0.0143 is given in the figure. Finally sketch the slab and show the approximate bar location ρ=0.0143 24
Design interior one-way slab for the situation shown. Concrete weight = 150 lb/ft^3 f_y= 60,000 psi, f_c= 4,000 psi. Do not use the ACI Code’s minimum thickness for deflections. Assume: h= 7.5 in, b= 12 in, d= h-0.75-(0.25) steel percentages are given on the figures. The only dead load is the weight of the slab WL150 psf im -24 ft WL150 psf im -24 ft
reinforced concrete design , ACI code Q4 Design of isolated footings A 500 mm x 250 mm reinforced concrete column carries unfactored dead load of 1400 kN and unfactored dead load of 600 kN. The column is supported by a rectangular footing located 2.00 meters below ground level where the allowable soil bearing capacity is 292.4 KPa and unit weight is 20 kN/m2. Concrete compressive strength is 35 MPa and reinforcing steel yield strength is 420 MPa. 1. Calculate the...
Question 4 5 pts The building has beams along building lines A through E and one-way slabs spanning between building lines A through E. A central stalrwell/elevator shaft between bulding lines 5 and 6 provides the lateral support, so only gravity loads need to be calculated The building is used for general affice space. The slab is 8 in. thick. The beams are 12 in. wide and have a total depth of 18 in., the bay dimensions are 18.5 ft...
Clayton Campus- R... Unit Guide Manager Current students- ENG1001-Lighter.. SISys NGT001 Q1: Ans: I113.5x10 beam centre mm max compress stress = 358MPa at A/D, max tension stress 286 MPa at QUESTION 2 A concrete slab, 300 mm thick, 3 m wide and 4 m long, is used to support a characteristic live load of 4 kN/m2. It has two service ducts (holes) of diameter 100 mm equally spaced along its width. The concrete slab with ducts is simply supported by...