The framing plan of the flat roof of a gymnasium is shown. De- termine the design free-body dia- gram of beam A-B. There are no joists on the roof system. Dead load is D = 20 lb/ft2. Check load combi- nation number 2 [L.C.2] only. Dis- card rain R and snow S loads in your analysis

Q: Determine end reaction for Beam 1 (B-1). I ● H 'H G-1 H • L1 = 20 ft • L2= 6 ft • Live load = 60 psf…

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Q: Design data: fc'= 4.35 ksi fy = 60 ksi WOL-O2 p Dead Load: 0.82 kip/ft Live Load: 1.00 kip/ft Beam…

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Q: 9 in ø Bearing Plate

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Q: Determine end reaction for Beam 1 (B-1). I ● H 'H G-1 H • L1= 20 ft • L2= 6 ft • Live load = 50 psf…

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Q: Design the required tension steel reinforcement at the critical rectangular section of the shown 3.0…

A: Cantilever beam with span = 3 m  Service Dead Load,wd= 15 KN/m  Service Live Load,wL = 20 KN/m  F'c…

Q: Determine the dead load and the live load uniform loads of the beam cross-section shown in addition…

A: Given data l= 8 m Hinge support = 1.25 m (from left) roller support = 1.5 m  from right end fc' = 21…

Q: SLOPED RAFTERS 240,0 BEAM -COLUMNS -BEARING WALL 2 Dat HAM FRAMING PLAN BEARING WALL RAFTERS @2400.…

A: Solution: Span of roof between each rafter Total length No. of span between rafter=248=3 ft Then the…

Q: Determine end reactions for Beam B-1 and Girder G-1. L1 B-1 I I G-1 H • L1= 24 ft • L2= 6 ft Live…

A: One end reaction for B - 1 = Load on beam / 2 Load on beam B - 1 = ( Total load * L2 * L1 ) + (…

Q: 3. Given the following information, determine the maximum permissible axial load in the square…

A: Given:- The longitudinal reinforcing bars = 4-#10 bars The yield strength of the steel = fy = 60 ksi…

Q: Seatwork No. 1 (ltems 2 and 3) Using transformed area, what allowable uniform load can this beam…

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

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Q: Total load (LL+ DL) on a middle rafter after adjusting to horizontal projection =

A: given- a roof loading system required-total load on middle rafter in lb/ft.

Q: A cantilever timber beam with a span of L- 3.7 m supports a uniformly distributed load w. The beam…

A: Given data in question  Cross section Bending stress Length To find out  UDL value

Q: Determine the LRFD factored load for the following situations on a steel column (Ignore any roving…

A: Factored load : A service load multiplied by a load factor yields factored design loads. Service…

Q: A rectangular concrete beam has a width of 300mm and an effective depth of 550mm. The beam is simply…

A: Given Data:Width = 300mmeffective depth=550mmspan=6mDead load = 35kN/mLive load =…

Q: 2. Refer to Sketch #2 and assume a 250 #/SF design load on the decking (plywood) a. Determine…

A: Given data Load on plywood decking =250psf a.) The expression for linear load on 12'' wide strip of…

Q: A rectangular beam has a width of 283mm and an effective depth of 461mm. It is reinforced with…

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Q: A 4-m simply supported timber beam is to be designed to carry a total uniform load of 10 kN/m…

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Q: The plan view of a typical floor in a building frame is shown. Assuming that the load on the floor…

A: The slab is one way slab or two way slab should be checked. If one way slab, the tributary area of…

Q: Compute for the linear dead load of the masonry wall with cladding located on a floor with the…

A: Given, Storey height = 4m 2F Beam use W135x45 5' Concrete Hollow Blocks 12 mm thick Slat wall Panel…

Q: of a singly reinforced concrete beam of 250mm wide and 455mm effective depth reinforced with 4…

A: Given:- b=250mm d=455m Number of bars=4 diameter=20mm fy=400N/mm2 fck=25N/mm2 To find:- moment of…

Q: fe=20.7 MPa and steel strength fy = 275 M 3.80 kPa (including weight of slab) and 2.90 e the…

A: Given:- slab reinforcement =12mm clear cover =20mm f'c=20.7MPa fy=275MPa To find:- positive and…

Q: In addition to the design snow load computed in practice problem 3, the roof of the building in…

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Q: A continuous concrete flooring system consists of a 3-in thick concrete slab supported by 15-in wide…

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Q: AT-Beam has the following properties: bf 750 mm, bw 275 mm, d = 475 mm, t = 115 mm. Concrete…

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Q: Design the diameter of a circular beam to carry a uniformly distributed load of 55.00 KN/m over a…

A: Given: W = 55 kN/m L = 4.5 m For Bending and Tension, Guijo lumber stress = 21.80 MPa 80% of stress…

Q: A7 long timber column with the cross section shown below is fixed on one end and pin connected on…

A: (A)  compressive stress in the columnfc=PA+MxIyy×exwhere  Ixx=4×6312=72 in4Mx=P×ex=0.5P    and…

Q: A fixed ended beam with span length of 24′ and cross-section of 15ʺ x 24ʺ is subjected to uniformly…

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Q: E- Design a circular slab for a room 5 m in diameter (effective) with simply supported edge. Total…

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Q: Q- A rectangular column section of 250mm x 400mm is reinforced with five steel bars of grade Fe 500,…

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Q: 10 hanger - hanger 2.5 - vertical lateral bracing, located on 4 sides of framing (showa dashed)…

A: Solution:- Given,Machinary operating weight=4000 IbsUniform live load=40 psfudlFloor flaming dead…

Q: Q2/ A reinforced concrete beam with rectangular shape of width (b=250mm), effective depth (d=460mm),…

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Q: 12. The area live load on the floor shown above is 40 psf. What is the resulting line load (unit:…

A: Given Live load L=40psf Tributary width=5ft Span of Beam=10ft Consider the free body diagram of beam…

Q: A simply supported one way reinforced concrete floor slab has a span of 3 m. It carries a service…

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Q: (Ex) Design a singly reinforced concrete beam. f 3 ksi, fy = 60 ksi, P, = 10k, P = 8*, W = 1.0 k/ft,…

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Q: III. A simply-supported rectangular concrete beam with a width of 300mm wide, 600 mm total depth,…

A: GIven : Doubly reinforced beam with 6m length  n= 8, 300mm X 600 mm cross section fc = 28 MPa &…

Q: utary areas of the ff: What are the Influence area of the ff: What are the unfactored and factored…

A: Factored Load = 1.2*DL + 1.3*LL                         = 1.2*2+1.3*4.8                         =…

Q: plz, solve all the parts of this problem. Plz, use ACI Code.   Reinforced Concrete Design-1…

A: Solution: Given: Span = 24 ft b = 15 in d = 24 in DL = 1 K/ft LL = 1.4 k/ft fc = 3 ksi fy = 40 ksi

Q: The floor system used in a school classroom consists of a 189-mm. reinforced stone concrete slab and…

A: Step 1

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

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Q: The beam is simply supported on a span of 6 m and carries a load of 18 KN/m. Use ACI Specifications…

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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.