A two story office building has interior column spaced at 6.7m apart in two perpendicular directions. If the flat of the roof live loading is allowed to be reduced live load of an interior column located at the ground floor level. Using NSCP 2010, determine the following: a.) basic roof live load in kPa b.) roof live load in kN forthe column c.) basic floor live load due to occupancy in kPa d.) reduced floor live load in kN for the column e.) total live load supported by the ground floor column

Q: Pls solve with FBD’s it’s imperative. Handwritten answers only. The building section associated with…

A: Live load = 60 lb/ft acting all the three floorsIt is asked to determine the axial forces produced…

Q: Calculate the factored load using LRFD load combinations 1. Dead Load: Superimposed DL: 20 PSF…

A: ASCE 7-16 is a key part of the building code. It focuses on the requirements for general structural…

Q: 8.7 Calculate the axial compression capacity of the reinforced concrete columns for the following…

A: Answer  (a) Calculation of axial compression capacity of the square column To calculate the axial…

Q: The floor system shown is made of concrete (self-weight of concrete is 25kN/m³). Its thickness is t.…

A: Given Data Floor system made of concrete Self weight of concrete = 25 kN/m3 D=2 Thickness of slab =…

Q: A roof design supports a dead load of 50 lb/ft² and a snow load of 30 lb/ft² In addition, a wind…

A: D = Dead load = 50 lb/ft2S = Snow load = 30 lb/ft2W = Wind pressure = 15 lb/ft²       (-ve for…

Q: Substituting the above values into Equation 2.8 to determine the design wind pressure at 100 ft…

A:

Q: (a) The uniformly distributed live load on all four floors in figure below is 70 lb/ft² and…

A:

Q: Calculate the dead and live loads (separately) applied on column D at the first floor Note:…

A: Calculate the dead and live loads (separately) applied on column D at the first floor Note:…

Q: For the beam and loading shown, design the cross section of the beam, knowing that the grade of…

A: Given:- The magnitude of the uniform load = 3 kN/m The depth of the beam = 150 mm The allowable…

Q: A 25 story building has it columns spaced at 32 ft between centers in each direction. The floor dead…

A: Given that:                       Spacing of columns  = 32 ftDead load = 150 psfLive load = 100 psf

Q: A two-story hospital is being designed in New Jersey. A) With a basic wind speed of 115 mph and wind…

A:

Q: A building wall comists of exterior stud walls with brick veneer and 13 mm fiterboard on one side.…

A: Use the given values, height of wall(H) = 4m and values from given table.

Q: Problem 2 Figures on page 3 show the partial framing plan and elevations of a three story steel…

A:

Q: A spiral column is 430 mm in diameter and is reinforced with 7-28 mm bars Grade 415. The spirals are…

A: Given data' dia of column = 430 mm 7  bars of 28mm dia grade of steel = 415 MPa f'c = 28 MPa we have…