The double T-beam is fabricated by welding the three plates together as shown. 20 mm The weld can resist shear stress Tallow 75 MPa. Part A Determine the maximum shear V that can be applied to the beam. Express your answer to three significant figures and include appropriate units. HA ? V= Value Units TIT 50 mm 75 mm 50 mm 20 mm 20 mm + 150 mm

The double T-beam is fabricated by welding the three plates together as shown. 20 mm The weld can resist shear stress Tallow 75 MPa. Part A Determine the maximum shear V that can be applied to the beam. Express your answer to three significant figures and include appropriate units. HA ? V= Value Units TIT 50 mm 75 mm 50 mm 20 mm 20 mm + 150 mm

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

See similar textbooks

Similar questions

Q.2. A bar with a rectangular cross-section is weld as shown. Determine the size weld, if the pemissible shear stress in the weld 80 MPa. The rectangle area of a fillet weld is equal to [ 2t (b+/)]. 31KN
The allowable unit stress in shear on a fillet weld is 13,600 psi, and the total actual length of the weld cannot exceed 3 in. If the weld must transmit a total force equal to 9600 lb, it’s size should be A. 1/2 in. B. 3/8 in. C. 5/16 in. D. 1/4 in.
Q.2. A bar with a rectangular cross-section is weld as shown. Determine the size weld, if the pemissible shear stress in the weld 80 MPa. The rectangle area of a fillet weld is equal to [ 2t (b+/)]. 31KN Please send the solution within half an hour and thank you
The plate shown is made of UNS G10350 cold drawn steel (Sy=460 MPa and Su=550 MPa),and is fastened to an I beam made of UNS G10150 cold drawn steel (Sy=320 MPa and Su=385 MPa) by four rivets made of a steel with Sy=300 MPa and Su=365 MPa. Thickness of the plate is 10 mm and thickness of the flanges of the I beam is 15 mm. Diameter of the rivets is 20 mm. What safe load F (steady) can be supported by the riveted joint for a factor of safety of 2. Use distortion energy theory of failure.
A bracket is welded to the verical column by means of two fillet welds as shown in the figure. Determine the size of the welds, if the permissible shear stress in the weld is limited by 70N/mm^2.
strength of materials 9.) Determine the width w of the plate loaded as shown if the permissible stress in plates of joints through the pin is 200MPa 10.) Design the above joint using the welded connection. The required length of the weld is:
Please complete this exercise with the information added in parentheses (that a new BF bar with a cross section of 143 mm2 is added to the system.)
Plot the shear-stress distribution over the cross section of a rod that has a radius c. By what factor is the maximum shear stress greater than the average shear stress acting over the cross section?
The shaft is used to transmit 30 hp while turning at 600 rpm. Determine the maximum shear stress in the shaft. The segments are connected together using a fillet weld having a radius of 0.18 in.
A bar having the cross section shown has been formed by securely bonding brass and aluminum stock. Using the data given below, determine the largest permissible bending moment when the composite bar is bent about a horizontal axis.Modulus of elasticity 70 GPa,105 GPa Allowable stress100 MPa,160 MPa
The outside diameter of the steel pipe shown is 220 mm and its wall thickness is 6.0 mm. The upper bearing plate has the same width as the reinforced concrete beam it supports. The total load on the column by the reinforced concrete beam is 550 kN. Determine: A. The length L of the rectangular upper bearing plate if its width is 275 mm. and the average bearing stress between the steel plate and the reinforced concrete beam is not to exceed 6.2 MPa.
Two fork-end pieces are to be joined together by a single steel pin of 25 mm diameter and they arerequired to transmit 50 kN. Determine the minimum cross-sectional area of material required in one branch of eitherfork if the stress in the fork material is not to exceed 180 MN/m2. What will be the maximum shear stress in the pin?1.39 x 10 m*; 50.9 MN/m*]