B 2 D E F G H 6.25 6.0 S 4.5 3 R K L M NO P Q 300 kN -8 panels @ 5 m = 40 m Dimensions in meters

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A.) CREATE A SHEAR DIAGRAM BY AREA MOMENT AND BY PARTS B.) CREATE A M/EI DIAGRAM BY AREA MOMENT AND BY PARTS ITEM 1.0 25 kN/m A D В C- -3 m-- --10 m- -4 m-| EI = constant E = 200 GPa I = 500(106) mm4

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. Pa 012 stirrups 66 29 2 29 K-bw fy bw, L W, kN/m? h, mm Wa mm 27 410 180 3.25 4.75 5.6 500

Given: D . OD FD Tba= 56 N OD= 32° OA= 39° Lcd= 3.5m Lbc= 2.5m Find: Force at C for equilibrium FC Newtons LCD +y Exam UA mg € prod not pos sortion +X B

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weight = 3758.0678Kg  Leght is given the the FBD Inirta is = 39.2(10^6)mm^6  Gpa = 200   Please calculate the maximum deflection on the beam with you own sellected fomular that matches the digram

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

Calculate the magnitude and nature of forces in members marked 1, 2, 3 and 4. Assume all member to be pinjointed. ion: ] H C J 4 2 D K E L F 30 t 15t 30 t -6 panels @ 4 m = 24 m- M G Solved Papers T 3m4m BIL