Answer should be 24.6mm, but the work to find it is not given. Could you help please, thank you! A cantilever beam is used to support a concentrated end load of 20 kN. The beam is fabricated by boltingtwo C457 x 86 steel channels back to back to form the H-section shown. If the pairs of bolts are spaced at300 mm intervals along the beams length, determine the bolt diameter required if the shear stress in the boltis not to exceed 60MPa.Beam cross sectionshowing orientationof end load☑20 kNDimensions and Section Properties of C457 x 86 steel channelsAxisSectionFlangeWebAxis Y-YX-XcentroidArea(mm²) (mm)X11030 457.2Depth Width Thickness Thickness(mm) (mm)106.7 15.9II (mm)Xc(mm)(mm)281 x17.81067.41 x10621.9YXc

Step 1: Step 2: Step 3: Step 4:

Answered: A cantilever beam is used to support a…

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.6.3P

See similar textbooks

Similar questions

Civil Engineering Base plate bending capacity for tension in 310UB 40.4 column for base plate size 500X250X25 in grade 250 steel, 4-M30 4.6/S holding bolts with hole diameter 33 mm, D=pitch 300 mm, gauge distance C=100 mm design data. Yield strength of plate is 250 MPa 4-BOLT PIN N
Material Strengths: Fy = 248 MPa, F = 400 MPa For the two lines of bolt holes, the pitch is the value that will give a net area DEFG equal to the one along ABC. The diameter of the holes is 22 mm. The thickness of the plate is 12 mm. Determine the LRFD design tensile strength based on yielding on gross area. D A to 50 1 ÓB 50 50 ic O 410 kN O 464 kN O 446 kN O 401 KN F IG Pitch Pitch KISS|Y
A C8x11.5 single channel section us bolted to a gusset plate with M22 bolts. Assume A36 steel, 5.6 mm thick web for the channel and an 8mm gusset plate. U=0.80 The channel has a gross area of 2181 mm^2. The bolts have a shear stress of 457 Mpa. What is the design tensile strength due to gross yielding (kN)?
The given plate below with width of 200 mm andthickness of 16 mm is to be connected to two plates ofthe same width with half the thickness by 20 mmdiameter rivets as shown. The rivet hole is 2 mm greaterthan the rivet diameter. Allowable tensile stress on netarea is 0.6Fy. Allowable bearing stress is 1.35Fy. Use a501 plate and a502 gr2 rivet a. Determine maximum load P without exceeding allowable tensile stress on plate b. Determine maximum load P without exceeding allowable shear stress on rivets c. Determine maximum load P without exceeding allowable bearing stress between plates and rivets
Asap pls
Please solve with complete detailed solution. Thank you.
Given the following allowable stresses:• 50 MPa for shear in rivets• 100 MPa for bearing between a plate and a rivet• 80 MPa for tension in the platesDetermine the maximum load P that can be applied to the lap joint connected bythree – 16 mm diameter rivets. Note: Draw its FBD
Please help with the problem below
= 410 N/mm? 8.20 A column section ISHB 300 @ 618 N/m (f, mand f, = 250 N/mm") is to be spliced. The factored design loads are: %3D Axial load over the column 450 kN Shear force 100 kN Bending moment (a) Design the splice plates and bolted connections using bolts of grade 4.6. (b) Design HSFG bolts and revise the splice plate size if possible. 30 kNm
The following image shows a front and side view of the column connection. The bolts have a diameter of ¾”. The W12X65 profile has a thickness of 0.605”. Determine: a. The shear stress in the bolts. Answ. 11.81 ksi b. The axial stress in the bolts. Answ. 23.62 ksi c. The support stress in the W12X65 profile. 11.50 ksi
ll zain IQ 37 MPa no one 10/10 find the tensile stress in upper plate in section 3-3 5 1 4 80 kN 80 kN B-bolt DIA. 10 MM 80 kN 80 kN B-bolt DIA. 10 MM 10 MPa 12.5 MPa 15 MPa 8.5 MPa no one 10/ find the bearing stress between bolts and plate
Six bolts are used in the connection between the axial member and the support. The ultimate shear strength of the bolts is 345 MPa, and a factor of safety of 3.0 is required with respect to fracture. Determine the minimum allowable bolt diameter D required to support an applied load of P = 315 kN. 14.01 mm 17.05 mm 17.97 mm 12.35 mm 10.87 mm

SEE MORE QUESTIONS

Recommended textbooks for you

Steel Design (Activate Learning with these NEW ti…

Civil Engineering

ISBN:

9781337094740

Author:

Segui, William T.

Publisher:

Cengage Learning