An axially loaded square tied column is to be designed for the following service loads. DL = 2000 kN LL =  900 kN fc’ = 27 MPa fy = 345 MPa concrete cover = 80 mm Use reduction factor φ = 0.65 a. Compute the required size using 2.5% steel ratio b. Compute the maximum moment for axially loaded column c. Compute the largest size of the column to support the given loading

Q: Select an A992 steel for the following beams. Use Cb = 1.0 for your calculations. Check for Shear.…

A: Given data:  PL=250 lbwD=17.5 kip/ftFy=50 ksi To design the given beam, AISC code provisions can be…

Q: Compute the distance back to the channel "b"in mm. Fy = 250 MPa Using NSCP 2001, compute the axial…

A: ANSWER HAS DONE FOR THE FIRST 2 QUESTIONS 1. distance back to channel for 2 channels: Ix = Iy Iy =…

Q: AWT205 x 30 structural steel section (see Appendix B for cross-sectional properties) is used for a…

A:

Q: snip

A: Effestive slinderness ratioλ=KLrXorKLrYmaxWhere K-length ratio , L - length of the member  and r=…

Q: Steel design Use A992 steel and select a W shape. The service dead load is 142 kips, and the service…

A: Given data: Service dead load=142 kips Service live load is 356 kips.   Both ends are pinned and…

Q: Prob 01: An 18” depth beam is bolted to a 24” depth girder is connected similar to that in figure…

A: Given:- The depth of the beam = 18 inch = 457.2 mm The depth of the girder = 24 inch = 609.6 mm The…

Q: All columns and girders are A992 steel.

A: Given: The columns are oriented in the frame such that the x axis is out of plane and y axis is in…

Q: Eij A body is subject to the following strain distribution. x² + 2yx 3 + 10zx +10xy 3+10zx 5y + z2x…

A: Given data:- ∈ij=x2+2yx3+10zxz3+10xy3+10zx5y+z2xx2+2yz2z3+10xyx2+2yz2x2+y2×10-2

Q: Design an interior span slab of a concrete floor system with the following description: Span = 10 m…

A: The slab is an important element in the structure for carrying floor load and another live load that…

Q: se Allowable Strength Design. Use A992 steel and select a W-shape for the following beam: •…

A: Given-   Service dead load = 0.4 kips/ftService live load = 1.2 kips/ftdead load=10kiplive load=12…

Q: The beam shown in Figure is laterally braced only at the ends. The 30-kip load is a service live…

A: ASD is based on the conventional stress calculation of structure with respect to the allowable…

Q: Where is/are the location(s) of the maximum compressive flexural stress? A simple I-beam is loaded…

A: A loaded beam is given and it has been asked to determine location of maximum flexural compressive…

Q: "D.77. Compute the ultimate strength capacity of the positive moment beam design below. f'c= 21 MPa,…

A:

Q: An HSS 10 x 6 x 5/16 with Fy = 46 ksi is used as a column. The length is 16 feet. Both ends are…

A: HSS 10 x 6 x 5/16 Fy = 46 ksi L = 16 ft

Q: For the Column in Shown in Figure, Design the Base Plate with A36 steel, if the service dead loads…

A: Given Data: Service dead loads PD=240 kips. Service live loads PL=345 kips. Compressive strength of…

Q: 60 0 O 35 60 60 60 Situation 8. The given angle bar L125x75x10 is connected to a 12 mm qusset plate…

A: The following is the given information, L125 x 75 x 10 Thickness, t = 12 mm Bolt diameter, db = 20…

Q: Two plates with a thickness of 35 mm, width of 160 mm, and length of 200 mm are joined together by a…

A:

Q: 10 kN ww. 45° B D 1 m A 1 m 1 m Determine the load experienced by each member of the truss in the…

A: Consider the figure, Here, T is the tension and C is the compression.

Q: 8kN 2m 3kN 4m | C LC A 0.15m Ti H 0.05m Section C-C 0.05m 0.20m

A: The given beam is subjected to points loads as shown in figure. The maximum bending stresses can be…

Q: a. Nominal moment capacity of the overhanging portion of the section. b. Depth of the compression…

A: Solution: Givendata: bf = 750 mm tf = 50 mm d = 750 mm bw = 350 mm Mu = 816 kN.m fc' = 20.7 Mpa fy =…

Q: determine the zero force members explain please

A: Conditions for zero force members: If at a joint only two members meet and there is no external…

Q: A W14X120 is used as a tension member in atruss. The flanges of the member are connected to a gusset…

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Q: 4.as A cantilever AB aroth ln carries a Uniformly distabuted load, WHIM from R fErid end A to the…

A: we have above data we have to find permissible load w

Q: he maximum tensile bending stress at any location along the beam (enter a positive answer), and (b)…

A: Given- A WT305 x 41 standard steel shape section is used to support the loads. Required- to…

Q: Determine the forces in each member of the truss. State wether it is in tension or compression. Draw…

A: Given: A simply supported truss with hinge support at A and roller support at B. To find: Forces on…

Q: Q3: For the Column in Shown in Figure, Design the Base Plate with A36 steel, if the service dead…

A: Given Data: Service dead loads PD=240 kips. Service live loads PL=345 kips. Compressive strength of…

Q: HiW@ Draw SitiD and BM.n for beam S hown by graphlal methds Ans/ yW/m Veny = 4 W, Vioy =-3 W hinge…

A:

Q: H.W2: Girder as shown used to carry load 90 kN subjected by eccentricity column 0.5 m, b = 250 mm, h…

A:

Q: Design the flexural reinforcement of the cantilever beam shown below for the given loading and data.…

A: Solution: Design Bending Moment and Shear Force: Design Load = 1.2DL+1.6 LL=1.2(100)+1.6(70)=232kN…

Q: Calculate the development length at simply supported edge in mm from the following information: M25…

A: Given- M25 and Fe 415 steel bd =1.4 MPa V = 30 KN and M = 16.076 KN-m Side way clear spacing is 50…

Q: Select the best hot-rolled W-section for the given column

A: Calculating the  factored loadfactored load=1.2Dead Load+1.6Live Load…

Q: SIT: A highway curve has the ff. technical description: Radius of central curve = 300m Length…

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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.