Given the cable loading shown. Determine the value of Xb, if force P is 2 kips
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Given the cable loading shown. Determine the value of Xb, if force P is 2 kips.
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- An A36 Channel compression member of 3.84m length is laterally supported at mid-length on its major axis and at third points on its minor axis. The member has fixed supports at both ends. The properties of the channel section: A=1135mm2, Ix=0.86x106 mm4 , Iy=0.13x106 mm4. Calculate the maximum Slenderness Ratio of the member. Express your answer in 2 decimal places. Note : This is not an assignment question..... If any data missing assume it.. Thank youQL10A beam is built-up from the following A36 plates: 420x20 plates as flanges and 500x20 plate as web. The beam is simply-supported and subjected to concentrated load at midspan. The member is laterally supported at the ends only. Limiting L Values:Lp = 4.762 mLr = 11.810 m Section Properties:A = 27200 mm2Ix = 1 370 026 667 mm4Sx = 5 269 333.333 mm3rx = 224.430 mmIy = 246 960 000 mm4Sy = 1 176 000 mm3ry = 95.286 mmJ = 3 626 666.667 mm4c = 1.0 (doubly symmetric I-shaped member)rts = 110.753 mmho = 520 mm Compute for the ultimate moment capacity (in kN-m) of the beam if it spans 4m. Please answer this asap. For upvote Thank you so much
- A beam is built-up from the following A36 plates: 420x20 plates as flanges and 500x20 plate as web. The beam is simply-supported and subjected to concentrated load at midspan. The member is laterally supported at the ends only Limiting L Values:Lp = 4.762 mLr = 11.810 m Section Properties:A = 27200 mm2Ix = 1 370 026 667 mm4Sx = 5 269 333.333 mm3rx = 224.430 mmIy = 246 960 000 mm4Sy = 1 176 000 mm3ry = 95.286 mmJ = 3 626 666.667 mm4c = 1.0 (doubly symmetric I-shaped member)rts = 110.753 mmho = 520 mm Compute for the ultimate moment capacity (in kN-m) of the beam if it spans 10m. Please answer this asap.for upvote.thanksEquivalent:G = 6|M = 4L = 8A W12 x 79 is used as a column section with an unbraced length of 4.1m. Assume Kx = Ky =1.0.Use Fy = 245 MPa, fc' = 28 MPa. The column is interfaced to a concrete pedestal. E = 200000 MPa. Properties of W12 x 70 A = 14968 mm2 Sx = 1753 x 103 mm3 d = 314.45 mm Sy = 587 x 103 mm3 bf = 306.83 mm rx = 135.64 mm tf = 18.69 mm ry = 77.47 mm tx = 11.94 mm a) Compute the max. Capacity of the column section. b) Design the size of the column base plate. c) Design the thickness of the base plate.
- An A36 Channel compression member of 2.88m length is laterally supported at mid-length on its major axis and at third points on its minor axis. The member has fixed supports at both ends. The properties of the channel section: A=1135mm2 , Ix=0.86x106 mm4 , Iy=0.13x106 mm4 . Calculate the maximum Slenderness Ratio of the member. Express your answer in 2 decimal places.Q2: Work out the quantity of steel in a 7m long simply supported beam of size 350 X 600mm overall. Bottom bar: 4 – 12mm diameter straight bars. Anchor bar: 2 – 12mm diameter straight bars, stirrups 10mm diameter @ 250mm c/c throughout the length of the beam. Clear cover as 25mm on all sides.please use I= 482.5cm^4 can you please write the equation used?
- Determine the plastic moment strength (kN-m) of a C10x30, A36 steel, about the minor axis. d = 254 mm bf = 80.52 mm tw = 12.95 mm tf = 12.73 mm A. 23.44 B. 19.74 C. 16.85 D. 27.46Engineering MechanicsDETERMINE FORCE (N) OF MEMBER EG in the truss shown.F1 = 222 NF2 = 513 NF3 = 456 Nα = 43 degreex = 13 m. Note: for compression, include a negative sign ( - ) and for tension, type your answer as is. Input answer in two (2) decimal places.A member is made of the following materials: steel, brass and copper, the constants are listed below:STEEL:length: 300mmcoeff. of thermal expansion: 12(10^-6)/degree Carea: 200mm^2E= 200 GPaBRASS:L= 200mmA= 450mm^2Coeff of thermal expansion: 21(10^-6)/degree CE= 100 GPaCOPPER:L= 100mmA= 515mm^2Coeff. of thermal expansion: 17(10^-6)/degree CE= 120 GPaRigid supports are located at each end of the member. What is the force exerted on the supports if the temperature increases by 6 degrees C?