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- Use principles of steel design solution NOTE: spacing of rivets is 150 mm.1. Compute the maximum bending stress of the beam in compression. 2. Compute the maximum bending stress of the beam in tension. 3. Compute the maximum horizontal shear stress of the beam. 4. Compute the shear stressA plate having a width of 300mm and a thickness of 20mm is to be connected to two plates with thickness of 12mm by four rivets. The allowable shear stress for the rivets is 150 MPa and for bearing is 1.35 Fy. If the yield strength and the ultimate strength is 248 MPa and 400 MPa respectively. Determine the Following: a.) Required diameter of rivets w/o exceeding the aloowable stress in the shear. b.) Required diameter of rivets w/o exceeding the allowable stress in bearing. c.) Required diameter of rivets w/o exceeding the allowable stress in tension.2-A steel rod having a cross-sectional area of 324 mm2 and is 10 m long .The rod is loading by tensile force (31 kN) and the total ngation * (Delta*L) is not to exceed 5.3 mm. the tensile strain is
- pls help ASAP absolute value of torential sheer stress of the hollow steel Two circular shafts are joined together between fixed supports to resist a torsional moment of 80 kN-m as shown. Determine the absolute value of the maximum torsional shear stress of the hollow steel shaft (in MPa). 8o N-m Sm steel Iel tiraler dhmmum Selid circalor D= 75 my D 8o mm G GA G 1S0 EPThe light rigid bar ABCD shown is pinned at C and connected to two vertical rods. The bar was initially horizontal, and the rods were stress-free before the loadP 20 KN is applied. 15m What is the axial deformation of stecl rod in mm?The assembly consists of two posts AD and CF made of A-36 Steel (E= 200GPa) and having a cross-sectional area of 1000m^2 and a 2014-T6 aluminum (E=73.1GPa) post BE having a cross-sectional area of 1,500m^2. If a central load of 400KN is applied to the rigid cap, determine the normal stress in each post. There is a small gap of 0.10mm between the post BE and the rigid member ABC.
- Calculate the shear stress in MPa at section B A 100 mm F-10EN 10 mmWhich of the following is an allowable stress design concept. O Alternate Basic Load Combinations O OMn O 1.2D+1.6L O Rn = FyAg2. A distributed load of W N/m is applied over the entire length of a simply supported beam 4m long. The beam has a cross section shown. -200- 20 120 160 20 -160- a. Which of the following gives the value of "W" so that it will not exceed an allowable flexural stress of 10 MPa. b. Which of the following gives the value of "W" so that it will not exceed an allowable shearing stress of 0.80 MPa. c. Which of the following gives theh value of "W" so that the screws have a shear strength of 800 N and a pitch of 50 mm.
- A 20-mm-thick plate is bolted to the flange of a T-beam to form a 200 mm 20 mm built-up beam. If the beam is subjected to a vertical shear force of V = 200 kN, determine (a) the maximum shear stress in the beam, 10 mm 300 mm (b) the required spacing s of the bolts. The diameter of each bolt is 19 mm, and the allowable average shear stress in the bolts is 140 MPa. 10 mmT'he pin is made of a material having a failure shear stress of Tail = 100 MPa. Determine the minimum required diameter of the pin to the nearest mm. Apply a factor of safety of F.S. = 2.5 against shear failure. %3D 80 kNA) Determine the shape factor and the Fully Plastic Moment (Mp) for the shaded symmetrical hollow rectangular beam section shown below. Assume the yield stress Oy =275 N/mm?. B) If two plates of width 250 mm and thickness equal to 't' mm is connected (fabricated) at top and bottom (one plate on each side) for the given section, then what is the improvement in the fully plastic moment(Mp) of the section. C) If this revised fabricated section is now rotated by 90 degrees, what is its effect on the shape factor of the section? 200 mm. -50 mt 100 mm 400 50m Note : Take the value the 't' as equal to the last two digits of your student id. If the last wo digits are zero then takes T=10mm ww 00T