Determine the ff. 1. The maximum flexural stress 10 KN/m 50kN 12 kN/m A E 24 Im c Im D 2m R₁ R N.A. £ 100 + 200 +1007 200 unan 15 Cg 50 / 200 300mm f 250mm 200mm

4INen: Ex = - 400 x/o-6 E4: 200 x 10*6 x ID-b Xxy = 800x10-6 V= .30 Evnd: c. Proneipul b. Stress compoments STres se S foce + 30° from X-ex1s

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DATE. Kiara Maristell Reyas CIE 13 Main 3 Situation 2: Beam ABCDEFG below is sibjeckd to multiple loads as show The total length o the beam is |om. Analyze the beam completely- Soro min 2000 mm 20D0 Mm 3 Detenmine the shear equation for seghet B-e 24.Deteranine t moment eguahby segact C-D 5 Determine thhe maximunm hegotive moment negotve imoment 6-Detormine the maximum posIHve sliears 1 Determine the maximum postive moment & Deter mine the moment eguoton for segment A-B F-G 9. Deter mine Hhe eament equation at segment T0 Determine the vertical reaction at F

10:YA 10 idana11.iauec.ac.ir O Lolw mpus VA D ANA For the frame shown in the figure, The beam has a plastic moment of 750 kN.m and the columns have a plastic moment of 375 kN.m. For the mechanism by which plastic hinges are formed at points A and D, find the collapse load (P). 4P 2.4m 2.4m E C D 1.2m 0.6m P F 0.6m 2P В 1.2m A II

T=10.38 kNm

A bok 6m с в от Д 6m D 6m What are the zero force members here? لى) E F G bm H t

fınd bar forces oft A B15 kips Jskips 4 ft 4 ft 4 ft

A cantilever beam shown in Fig , with rectangular section shown. Its carry uniform load wand concentrated load Pa =12 KN, F-0.5. a- Calculate the instantaneous and 6- years long-term deflections at free end b- Check the deflections with ACI-Code limitations. 012 stirrups 60 29 h 2429 K-bw fy bw, W, kN/m² h, mm Wa mm 20 350 155 1.75 | 8.5 | 1.6 500

7. A steel bar of 25 mm diameter is acted upon by forces as shown in Fig-2. What is the elongation of the bar? Take E - 190 GPa. 60 kN4 A A ا 20KN B C 30 kN B C -2m-1m 3m 2* Figure-2 D D 50 KN