Problem 2. A composite section having an effective width of flange of 2100 mm and a slab thickness of 150mm as shown in the figure. The steel beam is W530 x 101 of A36 steel with Fy =250 MPa. Concrete fc'=20.7 MPa. Modular ratio, n=9. ASsume full shoring and full composite action. A 12900 mm2 d= 537 mm Properties of W 530 x 101 W= 101.4 kg/m k=617 x 10 mm 2100mm 150mm W530x 101 a. Determine the moment of inertia at the neutral axis. b. Determine the resisting moment for the cross section shown. c. Determine the uniformly distributed load which excludes the weight of the steel beam and concrete slab that the beam could support if it has a simple span of 6m.

Q: (3) for Normal weight Concrete, using ACI Code and recommendation for high strength concrete, to…

A: Solving first questionGiven datacompressive strength of concrete given in table findmodulus of…

Q: Q.6) Determine Ixx and lyy for the composite section shown below. 40 mm 60 mm 30 mm

A:

Q: compute moment of inertia of composite areas about its centroidal axis.

A: Calculating centroidal axis: calculating area A, and centroid location Y.   AREA (cm2)      Y…

Q: (c) If the cross-section of the beam is the composite section shown below, determine the maximum…

A: Assume moment to be 96 kip. ft

Q: A. Determine the design moment strength for the composite beam shown in Figure 3. The concrete has a…

A: Effective width of concrete slab, Thickness of concrete slab, Effective depth of steel section,…

Q: Aluminum A = 1.25 in.? E = 10 x 106 psi Steel A = 2.0 in.2 E= 29 x 10° psi 15 in- -12 in.-

A: The given data is: For Aluminum bar: Length = 15 in Area = 1.25 in2 Modulus of Elasticity (E) = 10 x…

Q: A composite beam is made of two brass [E = 119 GPa] plates bonded to an aluminum [E = 73 GPa] bar,…

A:

Q: Find * of the given area, relative to the given x-y axis, using the composite method, assuming r =…

A: r = 72 mm h = 80 mm

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.