60mm 60mm 1. Determine the critical net area of the bolted plate as shown below. T = 12mm and effective diameter of the holes is 18mm (including allowances 100mm + 100mm P 2. In reference to the figure above, compute for the allowable P (Pu) using LRFD given that this is A50 Steel (Fy = 345 MPa and Fu = 449 MPa).

60mm 60mm 1. Determine the critical net area of the bolted plate as shown below. T = 12mm and effective diameter of the holes is 18mm (including allowances 100mm + 100mm P 2. In reference to the figure above, compute for the allowable P (Pu) using LRFD given that this is A50 Steel (Fy = 345 MPa and Fu = 449 MPa).

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter4: Compression Members

Section: Chapter Questions

Problem 4.9.1P

See similar textbooks

Similar questions

10 mm 20 mm The assembly above is comprised of a 10mm-diameter steel bolt, and a 20mm-diameter, 2mm-thick bronze sleeve. The bolt and sleeve are rigidly connected at each end by a washer. Assume the following properties: Epolt = 29000 ksi &bolt = 6.6-106 1°F Vbolt = 0.35 Member BC is made of bronze with the following properties: Esleeve = 15000 ksi Xsleeve =9.80-106 /°F Vsleeve = 0.35 If the assembly is heated up, which of the following statements best describes how the sleeve will be affected? The sleeve will try to expand longitudinally, but will be restricted by the bolt (because the bolt has a lower coefficient of thermal expansion). The sleeve will go into tension and the bolt will go into compression. O The sleeve will try to expand longitudinally, but will be restricted by the bolt (because the bolt has a lower coefficient of thermal expansion). Both members will go into tension. The sleeve will try to expand longitudinally, but will be restricted by the bolt (because the bolt…
Determine the design tensile strength of plate (200x8 mm) connected to 10-mm thick gusset using 20 mm bolts as shown in the figure, if the yield and the ultimate stress of the steel used are 250 MPa and 410 MPa, respectively. Add 1mm around the bolt for the hole. Use LRFD method. Plate 8-mm thick 2 3 40+ 30 301 T 200 mm Gusset 10-mm thick 3af 30 2_3 *40 40+ 50,54 +40
WHERE: BOLT DIAMETER = 22mm Fy = 241Mpa Fu = 414Mpa
sted ingid 250MM B k steel bar bolt AUR rigid bar 12 mm thick 8 mm Brass 350mm Jointd 16 mene thick 350mm JointB 250 mm Xg = 20x10% Eg = 90 G Pa -6 A, = 12x10/0 Es = 200 G Pa thickness> 16 mm 8 mm bolt %3D 12 mmi thick shear strength f bolf bearing streng th of holt= 100 la 50 MPa %3D Assume no failure will take place in steel or brass. Temperature chauge brass steel on Temperature change on Determine thai can be applied to system - the max
ISWB600 Braket palte=11mm p=450KN E=270mm p=55mm bolt size =M20
A base plate with a dimension of 130mm x 12 mm is connected to a gusset plate with 4-16mm diameter bolt as shown in the figure. If Fy = 248 MPa and Fu = 345 MPa. a. Determine the design strength for LRFD b. Determine the design strength for ASD %3! Image 3 16mm ø -12mm x 130mm
Agui - 4550/2 =2276 two plates each with thickness t = 16 mm are bolted together with 6-22 mndia. bolts forming alap Joint - Bolt spacing are follows St=40mm S2 - 80mm, 53= 100mm effective bolt hole dia is 25mm A36 is used. Compute the allowable tensile strength t = 16 mm ob 27 40 60 80 40 +=16mm S1-40 S2-100 52-40 P 7 @ 4umm
Question 1 A 150x150×12 Equal Angle section is connected to a 12-mm thick plate using 3 M12 bolts. The angle section and the steel plate are both of Grade 300 steel. Determine the design tensile capacity of the connection while ignoring the bolt capacity. Note: 12-mm bolts require 14-mm bolt holes. P ↑ 30 30 30 30 tto ato → I 50 40 Figure 1 120 a
3. Determine the maximum tensile capacity of a L 178 x 102 x 19 angle as shown below if bolt diameter = 24 mm. The long leg of the member is connected to a 24mm thick guest plate. Use A572M gr.345 steel material. Ta 76 → 76 V L178x102x19 mam 76 76 5 38 4. The tension member shown below is a C 310 x 30.8 of A572M gr 345 steel materials. Will it safely support a service dead load of 265 kN and a service live load of 555 kN.
A lap joint is shown in the figure is welded using a fillet weld with an electrode E70 (Fu - 485MPa) Fy - 250MPa. Use SAW process. a. Design the size of the fillet weld. b. Compute the value of "a". c Compute the length of end returns "b" T + 190mm mm T + ►T
Bolted and Riveted Connections From the bolted connection shown, the diameter of bolts is 18mm0 with the hole diameter equal to 3mm bigger than the bolt, the angular section is 100 x 75 x 8 mm, with an area of 1340 mm2. Thickness of the gusset plate is 9mm. The gusset plate and angle arc A36 steel with Fy = 250 MPa and Fu = 400 MPa. Determine the tensile capacity of the connection based on gross area. Determine the tensile capacity of the connection based on effective net area using a reduction factor of 0.85. Determine the tensile capacity of the connection based on gross area.
A76 x 76 x6 mm angular section shown is welded to an 8 mm thick gusset plate. The length L1 is 65 mm, L2 is 125 mm, and the cross sectional area of the angle is 929 sq.mm. Fy-248MPA and Fu -400MPA. Gusset Plate Alowable Sresse Alowable tensle stress igross ara)0.00 Alowable tereile stres net area)0SOF. Allowable shear stress (net ares)0.30F. Determine the value of P based on net area using a strength reduction coefficient of 85% O 138.24 KN O 140.14 kN O 157.93 kN O 304.00 N Next