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The length of AB is 3000mm and AD is 4000mm and the horizontal load at C is >40kn as my writing is messy. Thanks. and a) A pi

Table Q1 Unit load template Length L Cross-section Modulus of Elasticity E Member force for Member force for Member (mm) A (m

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Page taking joint c Efyco le Calculating u force system С. lunit Sm um ENACO Tay Efnco, A cl unit 1.33 KN py tby ao Ay a 433Page wand 8 Yoken с 3m Kan um tay Efnco - Cokn toy EMO 40x3 Efyeo Ay the Dj = 30 kn Que 30kn + 7 Member forces point Pad ТАРB B BUSO point Efteo UBO CO = 1 1.25 460 1.25 Compremive Table Taken Tension are HBO 08 Comp -ke member length / Area (mm) mm

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