wood beam 6 in wide by 12 in deep is loaded as shown in Fig. If the maximum flexural stress is 1200 psi, find the maximum values of P and x that can be used simultaneously. 6 ft 6 ft 600 lb/ft
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- A simply supported beam has a height of 600 mm and a width of 300mm. Determine the maximum safe live load that the beam can carry. The dead load is the beam weight plus a superimposed load of 15 kN/m The stirrup size is 12 mm, the top bars are 2-20 mm and the bottom bars are 5-28 mm. The clear distance between layers of bottom bars is the bar size, 28 mm. Use fc'=30 MPa, Grade 60 (fy=414 MPa) reinforcements and concrete cover of 50 mm.Discuss aboout Self-straining loadsDetermine the load capacity of the angle ASD. USE NSCP 2015.
- Find the safest value of load "P" for the beam loaded shown. fc'=35MPA, Use GRADE 420 steel bar and n=10 The answer is kN. Assume unit weight of concrete = 24kn/cu.m. 200 3 m 1 m toort twit 3P 70 200 2-20 mm O 330 3. BEAM 4-32 mm Ø 300 100 DIMENSIONS ARE IN "mm"Help me how to design the REINFORCED CONCRETE BEAMS WITH IRREGULAR CROSS SECTION as shown infigure 1 using the following parameters:F’c = 3,500 Psi Fy=Grade 40 Stirrups = Φ10mmMu = 200 Kn-M All Concrete cover = 30mm Es=200,000 Mpa Find the following: AC area of compression concrete stress block in mm. Assume z = 0.85dEff a height of compression concrete stress block in mm. c distance from the neutral axis to outermost compression fiber in mm. z actual moment arm for Mu=ØTz in mm. As actual area of tension steel in sq.mm. N quantity of Ø20mm steel rebars ЄS Actual Strain of steel ЄY Yield Strain of steel Check if the beam is singly reinforced concrete in the designed then concludeCheck: ЄY < = > ЄS Draw the Working Drawings of the x-section.Concrete designs, ultimate single, i need solutions in 10 minutes please. Q / determine the live load can be applied on the beam shown in fig use (fc'= 21MPa) and (fy = 420MPa).
- A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with d-20-mm-dismeter bars and at the top with 2-16-mm bars. Concrete cover to bar centroid at the top is M0 mm and at the bottom is 70 mm. Use concrete strength r'e-21 MPa und steel yield strength fy 415 MPa for 20- mm bars and fy= 275 MPA for 16 mm bars Detenmine the design moment capacity n kN m of the beam in negative bending. A 40.06 O45.07 C. 42.70 D47.55Design a one-way slab for inside of a RC Building. NWC. Use slab thickness = 6/1/2" Additional WDL = 40 psf is applied to the self-weight WLL = 10.0 psf. t₂ = 3000 psi fin 15ft 7 Grade 60 steel. Rebars.2 4 kNm W Ang = ? Sm 3m Dist Load akm-m 1 By = 10 KN (1) 300 Sm Find Internal, External loads Find and draw SMT Diagrams
- The following is a cross-section of a tied column reinforced with 16-32 mmø. Using fc' = 28 MPa and fy = 415 MPa. Size of aggregates used is 25 mm. O Computè the safe ultimate load that the column could carry. ® Compute the spacing of the 10 mm wires. 3 . Compute the min. clear cover over the tie wire. O Compute the clear spacing between longitudinal bars. -600 600Q- A rectangular column section of 250mm x 400mm is reinforced with five steel bars of grade Fe 500, each of 20mm diameters. Concrete mix is M30. Axial load on the column section with minimum eccentricity as per IS: 456- 2000 using limit state method can be applied upto...3) Calculations Steel Structure Corridor Dead Load = (uniform load) Live Load = 80 psf (uniform load) Find Ac 15