A square round column is to be designed with DL = 600 KN, LL = 800...

A square round column is to be designed with DL = 600 KN, LL = 800 KN, fc’ = 20.7 MPa, fy = 345 MPa. Use ?? = 0.02, 25 ?? ∅ ???? ????, ??? 10 ?? ∅ ????.

USE 1.2 DL + 1.6 LL

Solutions

Expert Solution

Ally Wells answered 1 month ago

Next > < Previous

Related Solutions

A round column is to be designed with DL = 600 KN, LL = 800 KN,...

A round column is to be designed with DL = 600 KN, LL = 800 KN, fc’ = 20.7 MPa, fy = 345 MPa. Use ?? = 0.02, 25 ?? ∅ ???? ????, ??? 10 ?? ∅ ????.

1. A round column is to be designed with DL = 600 KN, LL = 800...

1. A round column is to be designed with DL = 600 KN, LL = 800 KN, fc’ = 20.7 MPa, fy = 345 MPa. Use ?? = 0.02, 25 ?? ∅ ???? ????, ??? 10 ?? ∅ ???. USE 1.2 DL + 1.6 LL USD AND WSD. provide detailing

Design an individual column footing where DL = 200k, LL = 500k, allowable soil pressure =...

Design an individual column footing where DL = 200k, LL = 500k, allowable soil pressure = 3k/ft2, f′c col = 4ksi, f′c ftg = 3ksi, 28″ x 28″ column, supporting interior column.

Design an individual column footing where DL = 200k, LL = 500k, allowable soil pressure =...

Design an individual column footing where DL = 200k, LL = 500k, allowable soil pressure = 3k/ft2, f′c col = 4ksi, f′c ftg = 3ksi, 28″ x 28″ column, supporting interior column.

W shape column must support a axial load (DL=500 kips y LL= 300 kips). The element...

W shape column must support a axial load (DL=500 kips y LL= 300 kips). The element is 30 ft length and braced in the y direction at 14 ft from the column base. The end support conditions are (fixed/pinned). Justify the material’s selection. verify slenderness and local buckling and Select the lightest section

Design a square interior column footing for a 15-in. square tied interior column that supports a...

Design a square interior column footing for a 15-in. square tied interior column that supports a dead load of 160 kips and live load of 180 kips. The column is reinforced with eight # 8 bars, also, the base of the footing is 6 ft below the grade line, the soil weight is 100 lb/ft3, the concrete weight is 150 lb/ft3, f’c = 4,000 psi, fy = 60,000 psi and qa = 4 kip/ft2.

QUESTIONS: Design a square column footing for a 20-in. square tied interior column that supports loads...

QUESTIONS: Design a square column footing for a 20-in. square tied interior column that supports loads of DL (170) k and Live load LL (210) k. The column is reinforced with eight No 8 bars, the bottom of the footing is 5 foot below final grade, and the soil weighs 100 lb. /ft3 the allowable soil pressure is 4 w ksf. The concrete strength is 4,000 psi and the steel is Grade 60.

A column is to support a statue concentrically that weighs 200 kN. The cross section of...

A column is to support a statue concentrically that weighs 200 kN. The cross section of the column is a regular hexagon with a hole in its center. The diameter of the hole is 75mm. If the stress in the column is limited to 250 MPa, what is the measure of one side of the hexagon? Answer should be in mm.

Price Quantity demanded Quantity supplied 3 1200 600 6 1000 700 9 800 800 12 600...

Price Quantity demanded Quantity supplied 3 1200 600 6 1000 700 9 800 800 12 600 900 15 400 1000 Refer to Table This market will be in equilibrium if the quantity of pizzas supplied per month is Refer to Table If the price per pizza is $6, there is a(n) Refer to Table If the price per pizza is $12, there is an Refer to Table In this market there will be an excess supply of 600 pizzas at...

A 5-kN horizontal load acts on the column shown in Figure Q3 at a location of...

A 5-kN horizontal load acts on the column shown in Figure Q3 at a location of 1.7 m above the ground level. 50 kN Elev. 0.0 GWT-Elev.-1.1 m Elev.-2.0 m_ Figure Q3 (1) Determine a suitable footing size, using the following information: The site soil is granular soil with an angle of friction 20°, a unit weight of 16.5kN/m (above the groundwater table) and a saturated unit weight of 19.8 16.5kN/m3: Factor of safety FS-2.5; (2) If the horizontal load...

Subjects