For the floor plan shown below draw the load diagrams for beam B1 and girder G1 that will be used for designing for moment. Also draw load diagrams for B1 and G1 that will be used for designing for deflection. Neglect self weight for B1 and G1. Note that L/240 deflection limit for total service loads appy.  D = 100 psf L = 120 psf

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A: The values and diagram given in the question are as follows Beam section W24x62 fy=345 MPa

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A: Determine lightest W shape beam for the loaded beam

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A:

Q: A cantilever cast-iron beam is 9 ft long and has a “T” cross section, as shown. Calculate the…

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Q: Calculate the factored moment strength of the slab below. If the only dead load the slab has to…

A:

Q: Solve the problem below using method of section. Indicate if it’s compression or tension

A: Step 1: Step 2: Step 3:Step 4:

Q: Problem 1: Calculate the instantaneous and longtime deflection (time limit of 5 years) of a 40ft…

A: IntroductionDeflection is the term used to describe the bending or deformation of an item as a…

Q: 9-8 A simply supported beam with the cross section shown in has a span of 28 ft and supports a dead…

A: Deflection: The displacement in the structure from its original position caused due to applied load…

Q: Problem #2 A beam having a simple span of 4.2 m. carries a concentrated service live load P at its…

A: LFRD and ASD method For all designs, regardless of load type, ASD uses a constant factor of safety,…

Q: The uniformly distributed live load on the floor plan in the figure given below is 65 lb/ft.…

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Q: Consider the following framing plan below. Squares labeled A through L are columns. All girders have…

A: Density of concrete = 23.6KN/m3 Depth of slab = 125mm = 0.125m

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A:

Q: The beam shown in Figure P5.5-9 is a W36 x 210. It is laterally supported at A and B. The 250 kip…

A: Unfactored load is the service load and says the peak value of the load during the life of the…

Q: Trace the load, draw FBD and calculate support reactions for the following elements: Beam B2 Beam…

A:

Q: For the concrete cross section shown below, Design the amount of reinforcing steel required to…

A: Dead load= 2.0 kip/ft Live load= 4.0 kip/ft Total load= 6.0 kip/ft Max BM= wL28= 6*2028=300 kip-ft=…

Q: Verify the adequacy of column AB, part of a sway frame structure, to carry the loads shown in the…

A: fy = 250MPa

Q: The floor system shown in the figure is composed of parallel beams with span length of 4.0 m is 300…

A:

Q: Considering the frame, the height of each storey is 5 m (DA) and 4m (DG) , the length of each span…

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 =…

Q: A 30' B 4@ 5' = 20'- FIGURE P5.11-7 5.11-8 Use LRFD and design a typical girder for the floor system…

A: Q 5.11-8

Floor Plan Details

Floor plans are the scale drawings that show the interplay of rooms, spaces, and physical objects. They are an integral part of the house plan. They let you see how people will move around the room. Floor plans determine the suitability of space for its intended use, work through any potential issues, and redesign before moving on to more comprehensive planning or constructing phases. It shows the different alternatives and perspectives related to the location and dimension of rooms, windows, doors, kitchen and all other things as per the requirement by the user. Many consultants give their own floor plans as reference to the clients for a better idea and to develop good floor plans.