GIVEN: The girder shown is subjected to a shear force of 300 kips. The top and bottom flange plates are welded to the center vertical web plate by four longitudinal filletwelds that run continuously throughout the length of the girder.FIND: what force F must each weld resist with?Answer in "per inch of length of the weld" in units of "lb/in" to nearest integer value.380-in.1 in.064 in.18 in.1 in.

Answered: Image /qna-images/answer/09df0228-b6ef-4f23-a8fa-57be80301f9e.jpg

Answered: GIVEN: The girder shown is subjected to…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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A chemistry graduate student is designing a pressure vessel for an experiment. The vessel will contain gases at pressures up to 80.0 MPa. The student's design calls for an observation port on the side of the vessel (see diagram below). The bolts that hold the cover of this port onto the vessel can safely withstand a force of 4.70 MN, pressure vessel bolts aide port Calculate the maximum safe diameter w of the port. Round your answer to the nearest 0.1 cm.
Q2: The plate shown is welded to the support by using fillet .lf the maximum shear stress does not exceed 25 MPa find the size of the weld (h). Top view 40 mm 120 mm 2 kN Front view
Show COMPLETE solution. Use 4 decimal places for the final answer.
I will be selling a Summer Camp Innovative Sleeping System (SCISS) that suspends beds from the ceiling to make cleaning the floor easier (and to avoid snakes, bugs, and rodents). The top post is a 4-foot long steel post with a 2.5 inch x 2.5 inch cross section. The bottom post is a 3-foot long aluminum post with a 2 inch x 2 inch cross section. (a) What is the displacement of point “C" for the loading shown? (b) Has the yield stress of either post been exceeded? (c) What is the displacement of point “C” if the 120 lb loads are put on the top beds, and the 180 lb loads are put on the bottom beds? (d) For the loading in part (c), has the yield stress of either post been exceeded? 180 lb 120 lb -A- Steel Aluminum O 180 lb 120 lb
Round your answers to three decimal places. Please indicate the units
1. A 125 x 95 x 10 mm angle is welded to a frame by two 10 mm fillet welds, as shown in Fig. 1. A load of 16 kN is apsplied normal to the gravity axis at a distance of 300 mm from the centre of gravity of welds. Find maximum shear stress in the welds, assuming each weld to be 100 mm long and parallel to the axis of the angle. 16 kN 300- -60 G 100 G 125 150 10 KN 100+ All dimensions in mm. All dimensions in mm. Fig. 1 Fig. 2
QUESTION 15 Consider the circular bent rod with diameter 20 mm. The free-end of the bend is subjected to loads as showm in the figure below. Find the total shear stress, at point g (Hint: includes both torsional shear stress and transverse shear stress) in section a-a in P: Enter only numeric value without units upto 1 digit after decimal point, but with correct sign. 200 mm 200 mm D Section a-a 400 N 800 N Click Save and Submit to save and submit. Ctick Save All Answers to save all answers. nere to search 近

If a pipe with an inner diameter of 36 mm is subjected to an axial load of 5.20 x 105 N and the maximum allowable stress in the pipe is 7.5 x 109 N/m2 calculate the minimum wall thickness required for the pipe. Give your answer in millimetres (mm) to 2 decimal places. (show all work)
please answer number 3 with complete solution and box the final answer.(Use 4 decimal places for all computation).
The beam in the figure is weightless. A movable weight of 350 lbm is to be attached as shown. The load Xis 1,200 lbf Determine the location x of the weight so that the vertical reactions at A and B are equal. gL = 32.1740 (Round the final answer to four decimal places.) 850 lbf -3.0- 6.0 ft W X lbf 6.0 ft O B
The permissible shear stress for the weldment in Figure is 109.2 MPa. Estimate the second polar moment of area. Take F = 20.7 kN, a = 104 mm and h = 7 mm. Give your answer in mm². Work to 3 decimal places. Do not submit the answer with units. h a h 180 mm ןד 150 mm
150 18 F = 25 KN 25 200 25 25 100 € -25 25 50 Calculate the maximum combined stress in the throat of the 9 mm weld. Note that the weld is on the vertical sides only. All dimensions in millimeters.

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