A PL15X125 is connected to a gusset plate with 4 M22 bolts. Determine the allowable and design strength. Asume A36 Steel.
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- 0.1: An MC9x23.9 is connected with 3 /4-inch diameter bolts as shown below. A572 Grade 50 steel is used. Determine the design strength for the section.Determine the Net Area for the following Plate Section consider all possible Cases. The Plate thickness is 1-in. and the bolts' diameter is 7/8-in. s = 6.0 " g = 2.0 "The plate shown is attached by using three M12x2 grade 8.8 bolts. Which screw is subjected to the largest stress? What safe load ( static) F can be supported by the screw for n=1.5.
- A double angle tension member L5 x 3 x 1/4, is connected to a gusset plate with 7/8 inch diameter bolts as shown in the figure. The steel used has Fy = 248.8 MPa and Fu = 400 MPa. The service loads are 35 kips for dead load and 15 kips for live load. Gross area of L5 x 3 x 1/4. Determine the effective net area, in sq.in.A 1 ⁄2 × 5-inch plate of A588 steel is used as a tension member. It is connected to a gusset plate with four 5 ⁄8-inch-diameter bolts as shown in Figure 1. Assume that the effective net area Ae equals the actual net area An. (a) Calculate the design strength for LRFD? (b) Calculate the allowable strength for ASD?A single angle tension member, L 4 x 4 x 3/8 in. made from A36 steel is connected to a gusset plate with 5/8 in. diameter bolts, as shown in Figure below. The service loads are 35 kips dead load and 15 kips live load. Determine the adequacy of this member using AISC specification. Assume that the effective net area is 85% of the computed net area.
- Determine the critical net area of the L152 × 89 × 7.9 tension member shown with staggered 22-mm bolts.A double-channel shape, 2C8 x 18.75 is used as a tension member. The channels are bolted to a ⅜ - inch gusset plate with ⅞ - inch diameter bolts. The tension member is A572 grade 50 steel and the gusset plate is A36. If LRFD is used, how much factored tensile load can be applied? Consider all limit states.A bracket must support the service loads shown in the figure below. The loads act through the center of gravity of the connection. The connection to the column flange is with eight 7/8-inch diameter, A325N bolts. A992 steel is used for all components. Is the connection adequate? Use LRFD. Show all work to verify the bearing strength and the combined effects from tension and shear in the bolts. Ignore any potential prying action created in the WT.
- The vertical steel bar shown is 3/8 in. thick and must be designed to withstand a tensile loadP=28 K. Two A325-X bolts will be used. Assuming A36 material and standard round holes(allowable Fv = 30 ksi), calculate the required diameter d of the bolts. Check for shear only.A C12×30 is connected with 1-inch. diameter bolts in each flange, as shown in figure below. If Fy=50 ksi, Fa= 65 ksi and Ae=0.90An. Compute the following. a. The design strength for LRFD b. The design strength for ASDThe given angle bar L125x75x12mm with Ag = 2269 sq. mm is connected to a gusset plate using 20 mm diameter bolts as shown in the figure. Using A36 stell with Fy = 248 MPa and Fu = 400 MPa, determine the nominal tensile strength based on gross yielding (kN), determine the effective net area of the tension member if the shear lag factor is 0.80, determine the ultimate tensile strength (kN) based on tensile rupture.