INSTRUCTIONS: answer the following boxes; some boxes are just dummy; show complete solutions; drawings; etc.; hand written; refer to solution guidelines for details; 1. A column W 200 x 22 has an unbraced length of 8m which is pinned at the top and fixed at the bottom to prevent sidesway. The weak axis is braced at 5m from the end to prevent sidesway. Determine the capacity of the compression member. Use Fy= 250 MPa by 2t, 0.56 Is the flange slender? h 1.49 is the web slender? kl governing 4.71 Fer OP 5 m 8 m

INSTRUCTIONS: answer the following boxes; some boxes are just dummy; show complete solutions; drawings; etc.; hand written; refer to solution guidelines for details; 1. A column W 200 x 22 has an unbraced length of 8m which is pinned at the top and fixed at the bottom to prevent sidesway. The weak axis is braced at 5m from the end to prevent sidesway. Determine the capacity of the compression member. Use Fy= 250 MPa by 2t, 0.56 Is the flange slender? h 1.49 is the web slender? kl governing 4.71 Fer OP 5 m 8 m

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 5.13.1P

See similar textbooks

Similar questions

I need answer within 20 minutes please please with my best wishes
1. A steel column 10 m long is fabricated from a cover plate and C section arranged as shown. Determine the safe compressive load. Fy = 248 MPa, E= 200 GPa. Use AISC/NSCP Specs. 450 mm -cover plate 'I 12 mm y2 IP d2 10 m C 310 x 37 A = 4720 mm? d = 305 mm bf = 77 mm tf = 12.7 mm tw = 9.8 mm C 310 X 37 a) Both ends of column are fixed b) Both ends of column are hinged c) One end fixed, the other end hinged Use design values of k. tw d=305- Ix = 59.9x10° mm ly = 1.85x10° mm x = 17.1 mm x=17.1
Question 1 Check that the medium-term load of 38 kN applied to the spaced column shown in below complies with the design requirements of BS 5268-2. The column consists of two 38 x 150 C22 timbers 76 mm apart. All joints are glued and intermediate packs are 250 mm long. suitable connection #### x ->89² 6:38. Y T -end blocking AP 100 intermediate blocking L₂ 1₁ x W L W EFH 400 m 38kN medium term load -ICHICHID -200 600 600 600 600 600 600 200 38kN medium term load
PLEASE ANSWER ALL OF THIS QUESTION ASAP!!!
Compression Steel Given: The beam cross-section shown have the following cross-sectional properities: f'c = 4000 psi Find phi Mn.
6
need answers pls and solutions as well, asap. Thank you!
O 88 130% v - + I Annotate T| Edit Trial expired Unlock Full Version ENGR 263 + A A A T O 4.10 Member AB is the beam under consideration. As shown in the illustration of the loading condition, member AB is an overhanging beam that supports a uniformly distributed roof load of 500 lb/ft. It also carries concentrated loads from a rooftop HVAC unit (4000 lb), an interior hanging display support (2000 lb), and a marquee sign (3000 lb). Marquee overnang Displau SLIPPort II Raof Kiots Ol I W = 500 Ib/Ft A B 4000 b 2000 000 I Steel beam !! I1 3 FE 5 FE - Ft RoOFtop HVAC unit 10 FE 4 Ft Marquee sign< R R2 Steel beam (negligible weight) Free-body diagram Dispiay Support Loading condition
NSCP2015
Determine the type and amount of stress in each member of the truss shown below due to wind load using the method of joints. a.) Draw FBD b.) Solve the stress of all the members c.) Tabulate your answers (Length, Force, Compression/Tension, etc.)
help match please
Please refer to Double RC beam and we based on NSCP 2015 (current reference in the design of RC struct) Thank you.. Need this rush atleast 45 mins thank you so much hope you help me.