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A5.2 m long simply supported wood beam carries a uniformly distributed load of 12.9 kN/m, as shown in Figure A. The cross-sec

L Figure A H WW Yx к Figure B (a) T kPa (b) Tk kPa (C) W = kN/m

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shew Force at 123.8m from ponta solution :- 129kN/m Ref 233-5464 5lm R33384 Efyzo 3304by 33.54-(12.9x3.3120 v=-15.40 kn 3:8 Mshew stues et point to Putz Hy = (161.58195) (81+461-512) 2509911.871 muud VO 2 2 0-21812 Nuwuh The event (15:48 103) (509391(o Treen= ve Here uz ♡ L, WYS-LX1000 2 12 2600W (Q2 Ayz (242.5x195) (2425/2) 25733609. 375 mu] 2600LOy 5733609.375 0.900= 21-

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