Design an unequal angle section to serve as a tie member of 1.6 m length in a roof truss. It has to carry an axial load of 118 kN. The gusset plate is connected to the longer leg of the angle. Also design the fillet weld. Permissible stress in weld = 108 N/mm² Permissible stress in axial tension = 150 N/mm² Thickness (t), sectional area (A), weight/m run (w), distance of centres of gravity along x-axis and y-axis. (c, and cy), maximum and minimum radius of gyration max and min are given for some angles for design. Angle 80 × 50 90 × 60 t 6 8 10 6 8 10 A 746 5.9 978 W 1202 7.7 Cx Cy 865 6.8 26.4 27.3 max 11.6 26.9 1137 8.9 29.6 min 10.7 9.4 28.1 13.2 26.3 10.6 12.4 26.6 10.6 28.7 13.9 30.7 12.8 14.8 30.4 12.7 1401 11.0 30.4 15.5 30.1 12.7

Design an unequal angle section to serve as a tie member of 1.6 m length in a roof truss. It has to carry an axial load of 118 kN. The gusset plate is connected to the longer leg of the angle. Also design the fillet weld. Permissible stress in weld = 108 N/mm² Permissible stress in axial tension = 150 N/mm² Thickness (t), sectional area (A), weight/m run (w), distance of centres of gravity along x-axis and y-axis. (c, and cy), maximum and minimum radius of gyration max and min are given for some angles for design. Angle 80 × 50 90 × 60 t 6 8 10 6 8 10 A 746 5.9 978 W 1202 7.7 Cx Cy 865 6.8 26.4 27.3 max 11.6 26.9 1137 8.9 29.6 min 10.7 9.4 28.1 13.2 26.3 10.6 12.4 26.6 10.6 28.7 13.9 30.7 12.8 14.8 30.4 12.7 1401 11.0 30.4 15.5 30.1 12.7

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

b. The gusset plate shown in Figure 10 is welded to a vertical member. The gusset plate carries a load of 250 kN acting at a distance of 250 mm from the closest edge of the weld. The weld around the gusset plate is completed in two 140 mm horizontal portions and one 320 mm vertical portion. If the maximum allowable shear stress of the weld is 200 N/mm², detemine the minimum thickness of the weld required. In calculations, the second and higher order terms of the weld thickness for second moment of area calculations may be neglected. 250 kN 140 mm 250mm 140 mm Figure 10 320 mm
Find the stresses in A, B and C? 14-d Vem 14 6m 0.006 MN 0 cm B -HA- 4 IX 6em H
Considering the following steel connection. The plates in Pink are 9mm steel plates. The middle plate (Yellow) is 18mm thick. The width of the plate is 100mm. The maximum allowable tension stresses on any of the plates is 100Mpa in Gross Area Yielding and 150 Mpa for Net Area or Tension Rupture. The bolts used are 8mm in diameter, the holes are 10mm in diameter, no need to add 1.6mm. The bolts allow a maximum of 280 Mpa of shear. Determine the maximum allowable "P" of the connection in kN.
3) will upvote anyone who will answer
a welded connection is in eqilibrium under the action of the four forces shown. Knowing that FA=8lbs and FB= 16lbs, determine the magnitudes of other two forces *3dec places all final
Please correct answer otherwise dislike
Find the stress in each rods. The 300 mm x 300 mm santrir m 2 m P-30 kN Steel L-0.5m E-200 GP A-500 m 1.5m Bronze L-2m E-70 GPa A-300 mm²
Topic:Welded Connection - Civil Engineering -Steel Design *Use latest NSCP/NSCP 2015 formula to solve this problem *Please use hand written to solve this problem A plate is attached to the frame of a machine by side fillet welds as shown in the figure. Determine the size of the welds to resist a vertical load of 150 kN. Assume that the allowable shearing stress at the throats of the weld is 145 MPa.
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.
Select all zero-force members in the truss shown below. Check the box for zero- force members 3 m 3 m 12 m, 8 @ 1.5 m DE O LK ЕР O HF O BC BM EF OM CD BN LO O DK FI O co
2 - please provide a clear and complete solution, thanks!