Q2. A tie member of a roof truss consists of two angles are connected to either side of a gusset plates and the member is subjected to a working pull "F" as shown in table. Design the weld connection. Assume connections are made in the workshop
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- . A tie member of a roof truss consists of two angles are connected to either side of a gusset plates and the member is subjected to a working pull “F" as shown in table. Design the weld connection. Assume connections are made in the workshop given: Angle=ISA 60*40*8 mm Leg connected to gusset plate=60 F=300KN Gusset plate thickness =10mm. A tie member of a roof truss consists of two angles are connected to either side of a gusset plates and the member is subjected to a working pull “F" as shown in table. Design the weld connection. Assume connections are made in the workshop Angle=ISA 60*40*8 mm Leg connected to gusset plate=60 F=300KN Gusset plate thickness =10mmi) what is the weld capacity of the shear connection in kips? (2 decimal places)A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi
- . A tie member of a roof truss consists of two angles are connected to either side of a gusset plates and the member is subjected to a working pull “F" as shown in table. Design the weld connection. Assume connections are made in the workshop Angle=ISA 60*40*8 mm Leg connected to gusset plate=60 F=300KN Gusset plate thickness =10mm also DrawA tie member of a roof truss consists of 21SA 100 x 75 x 8 mm. The angles are connected by fillet weld as shown in figure on either side of a 10 mm gusset plate and the member is subjected to a factored pull of 450 kN. Take size of weld as 6 mm and connections are made in workshop. [Use Fe410 grade of steel] 75 m L. C. = 31mm 16A (100 x 75 x 8) mm Choose the nearest correct statements: L1 = 390.5 mm L1 = 195.25 mm Correct Option L2 = 87.75 mm Correct Option L2 = 175.5 mmProblem 3. An un-equal leg angle L8x4x2 made of ASTM A242 steel (Fy = 50 ksi, Fu = 70 ksi) is used as a tension member and connected to a gusset plate as shown in Figure 2 (a to d). ASABINCAT SALLALALALALALALALAL w₁ Weld * Gusset Rate 3 (c) Longitudinal and transverse welds O 18x4x2 Gusset Plate Steel Type: A242 18x4x2 bolts: 3/4 dia. Steel Type: A242 T (d) Bolted connection (d) Calculate factored fracture strength of the tension member in Figure 2(c). (e) Calculate factored fracture strength of the tension member in Figure 2(d). (f) What is the maximum permissible length for this tension member?
- Topic:Welded Connection - Civil Engineering -Steel Design *Use latest NSCP/NSCP 2015 formula to solve this problem *Please use hand written to solve this problem A tension member consists of a double angle section with long legs back to back. The angles are attached to a 9.5 mm thick gusset plate. Fu = 400 MPa Fy = 248 MPa for angular section. Fw = 480 MPa for 8 mm fillet weld. Reduction factor U = 0.80 Prop. of One Angle L 125m x 75m x 12.7 m A= 2419 mm2 y=44.45 mm Questions: a) Compute the design strength capacity of one angle. b) Compute the base metal shear strength (gusset plate) per unit length. c) Compute the length L1 and L2.9) what is the weld capacity of the shear connection in kips? (2 decimal places) A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksiDesign a welded connection for an MC9x23.9 of A572 Grade 50 steel connected to a 3/8-inch-thick gusset plate. The gusset plate is A36 steel. Show your results on a sketch, complete with dimensions. = 3/8" D= L = MC9 X 23.9
- Problem 1: Two plates will be connected to each other though the bolt connection or weld connection to resist the tension loads, including the dead load Ta=100 kips, the live load T=20 kips, and the wind load Tw-40 kips. Determine the design load for designing the connectionDetermine the design tensile strength, Pn, of a 3/8 x 6 plate tension member shown in the figure. A36 steel with Fu = 58 ksi is used. The connection consists of two longitudinal welds shown. Use the AISC specification to calculate the value of U, if necessary. Neglect block shear. %3D Longitudinal weld PL3/8X6- PL 6 inConsidering the following steel connection. The plates in Pink are 9mm steel plates. The middle plate (Yellow) is 18mm thick. The width of the plate is 100mm. The maximum allowable tension stresses on any of the plates is 100Mpa in Gross Area Yielding and 150 Mpa for Net Area or Tension Rupture. The bolts used are 8mm in diameter, the holes are 10mm in diameter, no need to add 1.6mm. The bolts allow a maximum of 280 Mpa of shear. Determine the maximum allowable "P" of the connection in kN.