Dead load in columns Using the building section associated with the floor plan in figure below, assume a total dead load of 60 lb/ft2 all four floors (do not include the self-weight of column in this problem). Calculate the axial forces in kips produced by dead loads in column A2 (axis A&2) in the third story. (A) B G1 A1 I C1 B3 B1 40' A2 I G2 C2 I B4 B2 30' A3 I G3 2@13'26' I+ C3 I 2@13' = 26' 40¹30¹ 40- 4 @ 10' = 30'

Q: A floor plan of a general office building has 5 columns evenly spaced at 30 ft. in each direction.…

A: Area of floor plan supported by interior column = (b/2 + b/2)2 A = (30/2 +30/2)2 = 900sqfeet

Q: Consider pattern loading (skip loading) for live load (shown black on the sketch) for the simply…

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Q: Using the building section associated with the floor plan in figure below, assume a total dead load…

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Q: PROBLEM NO. 5. 28 lb/ft w = (2r – 8x + 18) lb/ft 18 lb/ft 10 lb/ft B 2 ft -2 ft- Consider the beam…

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Q: 1. A 80-ft simply supported beam is subjected to a three wheel moving load. The loads, shown in the…

A: We use Muller Breslau principle to determine the ILD for maximum shear (at the supports). To…

Q: F = 1528 lbs. ) =1528 lbs/ft. B C D A 4.5 ft -3 ft

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Q: Please answer use nscp 2015 asap

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Q: Solve for the total load at C

A: To determine the total force acting on C, calculate individual loads in C which are caused due by…

Q: The 4-story building has a floor and roof dead load D = 70 psf, floor live load, L = 100 psf. The…

A: Given: The length of the slab 30 x 30 ft The magnitude of the dead Load, DL = 70 psf The magnitude…

Q: The uniformly distributed live load on the floor plan in Figure P2.9 is 100 lb/ft. Establish the…

A: As per Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…

Q: A-in.-diameter steel rod, 100 ft long, is hanging vertically. Compute the total elongation of the…

A: Given:  Length of rod=L=100ft. Diameter of rod =D=34inches. Unit weight of rod=γ=490pcf. Load…

Q: Consider the arrangement of beams and girders that are used to support a 5 in reinforced concrete…

A: Given Data: To design the beam and girder, data is given as: Live load=80psfConcrete…

Q: A reinforced concrete column with a square cross section of 30 in. × 30 in. , shown in the figure…

A: The given data is shown below:

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: 5m 5m 3m B2 B4 B4 B1 3m B1 B3 B 3m B4 Superimposed D.L = 2.0 KPa Live load = 5.0 KPa B4 B1 3m (2)…

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Q: The uniform distributed load (dead+live) for the building below is 120 psf. Calculate force…

A: Data Given: Asked: Calculate force transmitted by girder G1 to column C2

Q: The uniform distributed load (dead+live) for the building below is 120 psf. Calculate force…

A: Given Floor load =Dead + Live=100psf Tributary loading area for respective beams as per below.

Q: 13. A lintel in a brick wall spans 8 feet between supports. The load is considered to be triangular,…

A: Span of beam (l) = 8 ft. The load is triangular in shape increasing from zero at the left end to 600…

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.