Question

please solve it like the example

on I. Sien 2.5RN Z Maso -- 5x10-Vex2020 Vc = -5x6 = -2.5KN EVO 3-5-2.5 V = 5+2.5-7.5KN. -SON Slope at a OAS SA = 750[krim-max(10) Ma] 2/0x1,"x130x1.5mm = 0.036 rad 20m Moment at B -2.5x20.5 -Knim Deflection at A Element Area CAS n aon MINMMM KNM.M 4 ЕТ = 10002.5knm (21/MM?? 210x10*xlooxlo MMENT 476.31 MM 0 *50= 25.6.67 1667.5 3x20x50=500 16.678335 At A2275423.3410002.5 A

Answer 1

Solution in Criven that in E = 2104103N I = 100* lommy TORN I= constant N / lom fom 50/ ee i 1 diagram - Support Reaction in Evo -10 +VR-VC FO Yo-VC FIORN 0 Eme=0 -10*15 t Vox10 =0 NR=15KN (9) from equation ☺ Vc = NR-10 =15-10 = 5kN CV

Moment at B = -10*5= -50kn-m Element Area (A) . I a I AX ***2*5*10 | **5 = 1m 416666.6667 * 109 - 19.841mm! 210.4103* 100 *106 ** 50x10*109 5+0-3 m 250*10*25060 = 99.206 3*210*105 10DAIG mm = 25*100 = 2500 mm » According Mohr's 1st theorem Slope = EA = 190 096 2.50 40% 3958109 DA= 375X0 = 0.0198 Gad TOA = 0.0178&ad] Ang → According to Mostra's and theorem deplection So Eax = 19.841+99.206 = 119.049mm I SA= 119.047 mm (*) Ang rom yan