Comection Deta / CE A572- 65 2.0" TM 1" Thick 1.5h 1-5" 1.5" 1.5 3 TM RIGID BAR 6' 7' What is the force P that can be safely carried by the structure shown? You may assume that the horizontal bar is rigid and of significantly greater strength in all areas than the remaining parts. You do not need to consider the limit state of block shear for this assignment (you will on the next assignment). You may assume that the lower gusset plate is adequate. Further assumptions: Bolts - A 325 5/8" diameter O - 0- O0o of

Comection Deta / CE A572- 65 2.0" TM 1" Thick 1.5h 1-5" 1.5" 1.5 3 TM RIGID BAR 6' 7' What is the force P that can be safely carried by the structure shown? You may assume that the horizontal bar is rigid and of significantly greater strength in all areas than the remaining parts. You do not need to consider the limit state of block shear for this assignment (you will on the next assignment). You may assume that the lower gusset plate is adequate. Further assumptions: Bolts - A 325 5/8" diameter O - 0- O0o of

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

What is the location of zero shear from A in %3D %3D meters? Given: w = 31, a = 5, b = 3, and c = 2. w kN/m D A Stomt В a m b m RD RA
From distace x = 0 to x = 5m, the slope of the shear diagram is equal to 10 KN/m. The change in shear between these two points is equal to * 50KN O 10KN 5KN none of the above
Using etabs
The constant wal thicknes of atue wit he elipial cross section shown is 0.12 in. What torque will cause a 3in. shear stress of 600 pr? -6in-
5. What is the maximum value of shear in the shear diagram
Mechanics of Deformable bodies
Q. At a forint in' a structural member, trianial stresses домра experienced as follows. (A) are чомра. (a) Determine the magnitude of prinicipal stresses and man. shear stress (b) Determine the location of principal plane & flane of 80mla (c) Draw all the stresses by complete, sketch. loumpa. man shear Icompa помра
2.13 The resultant of three tensions in the guy wires anchored at the top of the tower is vertical. Find the un- known but equal tensions T in the two wires. All three wires and the tower are in the same vertical plane. mom x won goalsq sr 11 JAG BESHI BRIGH AGU Figure 2.52
Determine the principal stresses and the maximum in- plane shearing stress. Show all results on complete sketches of differential elemeNisa тху %3D 30 МPа
COMPONENTS AND RESULTANT FORCES COPLANAR-NON-CONCURRENT-NON-PARALLEL Example 8. Find the resultant force and its location of the force system 50KN 65° (3,7) J 70° 70KN (5,3) 60kNm 20kN GRID LINES EVE
Two distributed loads act on the beam AB. If the resultant of this loads is a 2400 N-mcounterclockwise couple (a) Free Body Diagram (b) Determine the load intensity, w at B and the distance “a” (c) what are thereactions at A and B ?
8. Find the necessary force to punch out a 20mm diameter hole from a metal plate 5mm thick, if the ultimate stress in shear in the plate is 20MPA? A. 6238 N B. 6283 N C. 5926 N D. 3146 N