Given a 2.2meter Wide Flange steel compression member with A=4851mm2, Ix=83069765mm4 and Iy=3563198mm4 with Fy = 345MPa. Calculate the design strength in KN if both ends are hinged or pinned. Express your answer in 2 decimal places.

Answer the following for the section at Point D Only Calculate the distributed load "w" that: Will cause the section crack Will cause the reinforcement to yield. Material Properties: F'c = 5000 psi Fy = 60000 psi Es = 29000000 psi Ln = 27 ft L wl₂² 16 wl,² 14 CD L wl,2 vl₁² 10 11 win² 16 h: 28 in A=4 in² b=14 in n d: 25 in

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Determine the maximum load that an 8 foot long 2"x4" rectangular aluminum alloy bar (E = 10.5x10^3ksi, σY = 40 ksi) can support with a factor of safety of 3 for both crushing and buckling if it has endconditions of:a. Pinned-pinned.b. Pinned-fixed.c. Fixed-free.d. Fixed-fixed.

3. Determine maximum strength P for the bracket connection in the figure. ST37 steel is used for the connection, F = 2400kg /cm,F, = 3700kg /cm %3D %3D IPE200 15 cm P=? PL 250x150x15 mm te 7 mm, L=250 mm

Subject: Steel design- Bolted Steel Connection - Bolted Subjected to Eccentric Loads *Use NSCP 2015 formula/guide to solve this problem *Use Handwritten

Determine the force of the members for the space truss shown in the figure. Joints A and B are supported by ball-and-socket while Joint C is supported by short link along z-axis. Indicate whether member is tension (T) or compression (C). 2m y Sm Az By BX Bz PAR Ax CSXScanned with Ca canner a SISU KN 15m 1 2117

An A36 angle bar is used as a tension member connected on both legs with 18 mm. Given that s = 74 mm, calculate the design strength (kN) by LRFD with the limiting state of tensile yielding in the gross area. Write your answer to the nearest whole number. 40 50 L6 x 3½x%o] 56 62.5 Ag = 1,852 mm2 t= 8 mm