5. Select a pair of channels and design the fillet welds using SMAWprocess. The loading is 85% live load and 15% dead load. Compare for(a) A36 steel(b) A572 Grade 60 steel200k2-ChannelsW section

Step 1:For A36 SteelGiven:Live Load (LL) = 170 kipsDead Load (DL) = 30 kipsDesign Load…

Answered: 5. Select a pair of channels and design…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Two steel plates, each 400mm wide and 12mm thick, are to be joined together by a lap splice (single). The electrode to be used for the weld has a nominal tensile strength of 550Mpa. Determine the following:a. the maximum weld size that can be usedb. effective net area of the fillet weld using the maximum weld size allowed by the manualc. the maximum load that can be resisted by the weld using the maximum weld size allowed by the manual.
Please Use LRFD * ASD!
Regardless of the design load, the effective length of a 5/8 in. fillet weld that is subjected to stress in a longitudinal direction should not not be less than A. 2 in. B. 2 1/2 in. C. 3 in. D. 3 1/2 in.
* 2. Calculation question: Two side fillet welding joint, N=660 kN (static loading, design value), using angle steel with 2L 110×10. The thickness of gusset plate is t1=12 mm, using the steel of Q235B and electrode of E43, SMA welding. Determine the leg size hf and actual lengths of two welds. 300 N 2L110×10 t=12 110
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
10 mm fillet welds Determine the design capacity of the welded lap steel connection shown below. All steel plates are 50X10mm dimension. Both fillet welds are 10mm E48XX SP, continuous across the full plate width. If the connection was tested to failure, which component would fail first.
If the design tensile strength Phi Pn of a tension member is controlled by rupture failure. Which of the following actions will NOT increase its capacity? using welds instead of bolts using larger cross section of the member increasing strength of steel using thicker gusset plate
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.
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
Design calculations for a certain 1/2 in fillet weld show that the effective length required is 7 in. If allowance is made for defects at the ends of the weld, the actual length should be NOT less than A. 9 in. B. 8 1/2 in C.8 in. D. 7 1/2 in.
A tension member splice is made with 14-inch E70 fillet welds as shown in Figure 5. Each side of the splice is welded as shown. All steel is A36. Determine the maximum service load, P, that can be applied if the live load to dead load ratio is 1.5. Note: Assume that the base metal shear strength is adequate (check the yielding strength for the gross area, fracture strength for the effective net area, weld strength and block shear strength). PL 5/8x8 4 in. Figure 5 2 PL 7/16x4

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5. Select a pair of channels and design the fillet welds using SMAW process. The loading is 85% live load and 15% dead load. Compare for (a) A36 steel (b) A572 Grade 60 steel 200k 2-Channels W section