A W36x210 can be used for Transfer Girder ‘A’ as shown in the elevation next page. Assume the LRFD loads on the ‘Transfer Girder’ are as follows: Pu= 200 kips from the column above. Assume also that the loads from self-weight of the wu = 2.0 kip/ft (girder self weight and beams framing into this transfer girder are equivalent to a uniformly distributed load). These loads are shown in the last figure. a) Check whether the W36x210 ‘Transfer Girder’ is adequate for bending and shear. Assume the unbraced length Lb =20 ft. b) Suppose that service loads, w and P, are both 50% dead load and 50% live load. Does the W36x210 satisfy a service live load deflection limit of L/480?

Q: Q1: The cantilever reinforced concrete beam has a rectangular cross- section (b-250 mm) shown in the…

A:

Q: by 늘 wo B 늘 C X

A: Given Data:Length L=6.3md=300mmbf=215mmtf=14mmtw=10mmIt is required calculate the largest intensity…

Q: An ISNT 150 (T section) having section modulus of 54.6 x103 mm³ is simply supported on a span of 3…

A: Given, Ze= 54.6×10³ mm^3 L= 3m Yield stress = 250N/mm²

Q: The beam shown in the figure is a two-span beam with a pin (hinge) in the center of the left span,…

A: We need to find the maximum Moment on the beam and compare it with the W 12 x 79 beam Moment…

Q: An I-section shown in Fig. is simply supported over a span of 12 m. If the maximum permissible…

A: A )  Span = 12 m Allowable bending stress = 80 N/mm2 To Find : What concentrated load can be…

Q: code limitation of L/240. 3/ If maximum deflecti

A:

Q: Problem 2: Determine the allowable service live load, WL on a cantilever beam assume the dead load…

A: Concrete compressive strength: f'c = 4 ksiSteel yield strength: fy = 60 ksiConcrete density: Dc =…

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.