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EXAMPLE 8.3 GIVEN: SIMPLE BEAM WITH CONSTANT STIFFNESS AS SHOWN FIND: USE THE CONJUGATE-BEAM METHOD TO FIND SLOPES ATA & D AN
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Queitiant Auk و علی چاےد RA - I Verticle foule = 0 - RAT Ro= 100k. manent about D=0 - RAX H0 - X20 – 40X 10RO - RA- tok - Ro-RA+Ro 18000 ZM, about Deo ΕΓ - RAXTO - LX Po X20X (2x+ 20 - 2x set x box 3 or 4x en te laat *120- (2x6199 € Rose)x) Trost perВ. Н+ c = Roya — хоть чу П5 (Tro ЕГ — . . = — 1(1 x 4 R2 пад або K- h, K2 80401 – 122. — 515 (co R= {+-1. Slope at A- 2550 575000 0:01478 radian . clickwhe z 3 slope at D2 9500 575000 ...0.0 1652 Vadian . Anticlackishe Deflectio

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