QI: A tension plate 12 in. x 5 in. is welded to a gusset plate as shown in figure below. The steel is A36 for the tension plate and gusset plate. E70XX electrode is used. Compute for the following: 1- Check maximum and minimum size of weld. 2- Find the LRFD design strength of the connection. % in. Tension Plate % in. Gusset Plate 10 in. 5 in. Size of Weld, w-3/16 in.

QI: A tension plate 12 in. x 5 in. is welded to a gusset plate as shown in figure below. The steel is A36 for the tension plate and gusset plate. E70XX electrode is used. Compute for the following: 1- Check maximum and minimum size of weld. 2- Find the LRFD design strength of the connection. % in. Tension Plate % in. Gusset Plate 10 in. 5 in. Size of Weld, w-3/16 in.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

9. Determine the service load capacity assuming the load is 70% live load of the tee connection as shown in Figure 6.28 and details the proper double-bevel-groove weld for the SMAW process. Assume the flange of the tee does not control design. R-3×8 (A36 Steel) 128 kips Problem 164 164 kips Solution E60
The welded frame beam connection consists of the framing angle 100 x 75 x12.5mm and the column W12 x 72. The welds are 9mm fillet welds made with E70 electrodes. All members are A36 steel. 12.5 mm a.) Determine Pu base on the capacity of the welds. Use LRFD design Factors. W 12x72 Angular Section 75 m 18.75 18.75 Angular section Angular section 800
Please Use LRFD * ASD!
Two 75mmx8mm A36 steel plates are welded in a 10mm gusset plate. Assume a weld thickness of 7.5mm and that of electrode used is E70. Determine the following: 1. Total Length of weld if P=300KN 2. Load P based on block shear if L1=85mm and L2=92mm. Neglect end returns P -2-75mmx8mm plates 10mm-thk L1 gusset plate L2 end returns
Using SMAW process, E70 electrodes and an A572 steel. Determine the length of the side fillet welds for the full capacity the 125x100x10mm angle tension member as shown below. Assume that the member is subjected to repeated stress variations making any connection eccentricity undesirable. Check the block shear strength of the member. Assume that the WT chord has sufficient strength to develop the weld strengths and the thickness of its web is 12mm. Use U=0.87 for class use and LRFD Method only. L125x100x10 V WT BOTTOM CHORD (please solve completely and neatly thank you so much) 12S
If the structural frame is replaced to structural steel and the connections is to be designed, determine the following Determine the centroid of the weld measured from the given origin A. Determine the direct shear load in the welds. Determine the required size of the fillet weld(E60xx) if the maximum resultant load is 750,000 N/mm
Determine the maximum factored load P, that can be carried by the connection shown in the Figure P7. 1. The weld is 6 mm fillet weld. All structural steel is A36. E70 electrode is used
See the image. Two steel plates are welded together. The thickness of the bottom plate is 10mm and the thickness of the top plate is 8mm. What is the maximum and minimum sizes of the weld.
Provide a balanced welded connection to mobilize the full capacity of the angle. ( Filler material :fy = 480 MPa, fu = 560 MPa, Members are S235) a Section a-a 10 mm 10 cm P { =37.14 mm 5 cm 16 mm Gusset Plate a
Using SMAW process, E70 electrodes and an A572 steel. Determine thelength of the side fillet welds for the full capacity the 125x100x10mm angle tensionmember as shown below. Assume that the member is subjected to repeatedstress variations making any connection eccentricity undesirable. Check theblock shear strength of the member. Assume that the WT chord has sufficientstrength to develop the weld strengths and the thickness of its web is 12mm. UseU = 0.87 for class use and LRFD Method only.
Assume that the gusset plate and welds are satisfied. A gap allowance of 1/16 inch is to be considered to fit the gusset plate in the HSS. The steel used in the tension member is ASTM A500 Grade C HSS 6 x 0.5 with a length of 30 feet. a.) Find the shear lag factor b.) Find the Effective net area (Ae) c.) Solve for the tensile strenngth 16-inch-long fillet weld HSS 6 x 0.5 1/2 in. thick gusset plate 17 inch long
In an industrial shade on edge support consisting of two angle 110 mm x 100 mm is to be connected to a 16 mm gusset plate for a tensile load of 650 kN. Design the moment free welded connection. The distances of centroid of angle from the back side of legs are C₁=C₁ = 30.9 mm. The strength of the weld per mm thickness per mm length is 76 MPa.