Hi, Please help me sole this - thanks! The 125 mm x 38 mm F22 unseasoned Tallowwood (hardwood) truss bottom chord tensionmember shown in Figure 1 supports a roof in a domestic dwelling in Brisbane, Queensland.The length of the member is 2.4 metres, with 4 M10 bolts in rows of two connecting eachend. Diameter of the bolt holes are 11mm.The member is subject to the following (unfactored) tensile loads:* Permanent actions G = 5.0 kN* Imposed actions (construction loads) Qconst = 3.5 kN* Ultimate wind actions (downwards) Wu = 17 kN giving tension in the bottom chordCalculate the tensile capacity (Not) in accordance with AS 1720.1 and check against each ofthe three loading combinations below.(a) Permanent actions 1.35G(b) 5 day loading (construction loading) 1.2G + 1.5Q(c) Ultimate wind actions (downwards) 1.2G + Wu2.4 mFigure 2

Answered: The 125 mm x 38 mm F22 unseasoned…

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

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