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1- Design a rectangular-shaped, combined footing, assuming a rigid footing and uniform soil pressure, for the...
1- Design a rectangular-shaped, combined footing, assuming a rigid footing and uniform soil pressure, for the...
1- Design a rectangular-shaped, combined footing, assuming a rigid footing and uniform soil pressure, for the conditions shown the following figure. Col. Size Re D.L. L.L. No. (in.) bars (kips) (kips) 16x16 8#8 160 130 2 21x21 12#8 230 160 M M2 (kip- (kip- ft) ft) 0 0 0 0 4 fc fy (ft) (kst) (ksi) (ksi) 18 4.0 3 60 1 1 - 6 M
Given the following data: Column DL-200 kips LL-90 kips X-15 in y-15 in di 8/8 in f, = 60 ksi; fe-4.0 ksi; Footing = 50 ksi (Dead load) (Live load) (Column size) (8#8 bars) 3.0 ksi q, = 3.0 ksf M...
Given the following data: Column DL-200 kips LL-90 kips X-15 in y-15 in di 8/8 in f, = 60 ksi; fe-4.0 ksi; Footing = 50 ksi (Dead load) (Live load) (Column size) (8#8 bars) 3.0 ksi q, = 3.0 ksf M.-260 kip-ft Design suitable footings, so that the column is concentrie with the footing.
Given the following data: Column DL-200 kips LL-90 kips X-15 in y-15 in di 8/8 in f, = 60 ksi; fe-4.0 ksi; Footing = 50 ksi...
160 kip, fc 3. The section below shows a spread footing for a 16 in. square...
160 kip, fc 3. The section below shows a spread footing for a 16 in. square edge column with Pp 200 kip, P 5 ksf. Design the bending reinforcement using epoxy coated bars. Check the 5000 psi, fy 60ksi, development length. 16 in. Column 3 in. 3 in. 18 in. Footing 8 ft 6 in.
1. Design a wall footing for the following conditions. Service dead load is 6 kips/ft, service...
1. Design a wall footing for the following conditions. Service dead load is 6 kips/ft, service live load is 8 kips/ft. Soil unit weight is 120 lb/ft?. Allowable soil pressure, qa is 4000 psf. The base of the footing is placed 3 ft below the ground surface. Wall is 12 in, thick. Geotechnical analyses have determined the width to be 4 ft. fe' = 3500 psi normal weight concrete, and fy = 60 ksi. Note: you don't need to design...
Part-I: OPEN BOOK Problem 1 (30 points). For the isolated square footing shown below, assume that the combined weight of soil and concrete above the base of the footing is equal to 120 pcf. Assum...
Part-I: OPEN BOOK Problem 1 (30 points). For the isolated square footing shown below, assume that the combined weight of soil and concrete above the base of the footing is equal to 120 pcf. Assume fc-3000 psf and column size of 18in. x 18 in. Determine the followings: a) If the footing size of 10ft. x10ftx 2ft. is adequate based on allowable soil-bearing capacity qa 6,000 psf b) If the footing 10ft. x10ft.x 2ft. is adequate for shear e) Calculate...
1)Design #3 U-Shaped Stirrups for the following beam: L 30 ft f,c 4 ksi fy 60...
1)Design #3 U-Shaped Stirrups for the following beam: L 30 ft f,c 4 ksi fy 60 ksi wu 13 kip/ ft (excludes beam self weight) b 16 inches d 25 inches 2) Design a square tied column to support an axial load of 150 kips and axial live load of 190 kip:s fc 4 ksi fy 60 ksi begin using approx. 2% longitudinal steel
Please assist with Geotechnical engineering Question 3 (70) Design an isolated rectangular footing of dimension 4m...
Please assist with Geotechnical engineering
Question 3 (70) Design an isolated rectangular footing of dimension 4m x 5m. The gross pressure acting at the base of the footing is 150 kN/m2. Choose the depth of foundation such that the factor of safety is exactly 3 against shear failure. Also check against the permissible settlement (75mm) to ensure that the design is safe from the settlement criterion too. If the design is not safe against settlement criterion, then choose the proper...
1- Design a rectangular-shaped, combined footing, assuming a rigid footing and uniform soil pressure, for the conditions shown the following figure. Col. Size Re D.L. L.L. No. (in.) bars (kips) (kips) 16x16 8#8 160 130 2 21x21 12#8 230 160 M M2 (kip- (kip- ft) ft) 0 0 0 0 4 fc fy (ft) (kst) (ksi) (ksi) 18 4.0 3 60 1 1 - 6 M
Given the following data: Column DL-200 kips LL-90 kips X-15 in y-15 in di 8/8 in f, = 60 ksi; fe-4.0 ksi; Footing = 50 ksi (Dead load) (Live load) (Column size) (8#8 bars) 3.0 ksi q, = 3.0 ksf M.-260 kip-ft Design suitable footings, so that the column is concentrie with the footing.
Given the following data: Column DL-200 kips LL-90 kips X-15 in y-15 in di 8/8 in f, = 60 ksi; fe-4.0 ksi; Footing = 50 ksi...
160 kip, fc 3. The section below shows a spread footing for a 16 in. square edge column with Pp 200 kip, P 5 ksf. Design the bending reinforcement using epoxy coated bars. Check the 5000 psi, fy 60ksi, development length. 16 in. Column 3 in. 3 in. 18 in. Footing 8 ft 6 in.
1. Design a wall footing for the following conditions. Service dead load is 6 kips/ft, service live load is 8 kips/ft. Soil unit weight is 120 lb/ft?. Allowable soil pressure, qa is 4000 psf. The base of the footing is placed 3 ft below the ground surface. Wall is 12 in, thick. Geotechnical analyses have determined the width to be 4 ft. fe' = 3500 psi normal weight concrete, and fy = 60 ksi. Note: you don't need to design...
Part-I: OPEN BOOK Problem 1 (30 points). For the isolated square footing shown below, assume that the combined weight of soil and concrete above the base of the footing is equal to 120 pcf. Assume fc-3000 psf and column size of 18in. x 18 in. Determine the followings: a) If the footing size of 10ft. x10ftx 2ft. is adequate based on allowable soil-bearing capacity qa 6,000 psf b) If the footing 10ft. x10ft.x 2ft. is adequate for shear e) Calculate...
1)Design #3 U-Shaped Stirrups for the following beam: L 30 ft f,c 4 ksi fy 60 ksi wu 13 kip/ ft (excludes beam self weight) b 16 inches d 25 inches 2) Design a square tied column to support an axial load of 150 kips and axial live load of 190 kip:s fc 4 ksi fy 60 ksi begin using approx. 2% longitudinal steel
Please assist with Geotechnical engineering
Question 3 (70) Design an isolated rectangular footing of dimension 4m x 5m. The gross pressure acting at the base of the footing is 150 kN/m2. Choose the depth of foundation such that the factor of safety is exactly 3 against shear failure. Also check against the permissible settlement (75mm) to ensure that the design is safe from the settlement criterion too. If the design is not safe against settlement criterion, then choose the proper...
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