What is the horizontal support reaction RAx at support A for the ?frame shown below 35 kN/m B C 15 m A 10 m
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Q: What is the horizontal support reaction RAX at support A for the ?frame shown below 35 kN/m в 15 m A
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Q: What is the horizontal support reaction RAx at support A for the ?frame shown below 35 kN/m B 15 m A…
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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 1.0 180 kN 15 kN/m A В C- D -5 m- -5 m- -4 m- El = constant E = 70 GPa %3D I = 2,340 (10°) mm4 %3DWhich of the following gives the bending moment at point A on the beam shown? (kN m) 80 KN - m 90 KN ✓ 50 kN/m ✓ 4 A D Lamhamd 6 m- 75 KN 4 m. O zero 895 O 1000 375 ŽIN. B 75 kN m-HwiDetermine the internal forces acting on the cross-Section of Bints H and E of the frame shown ? NH= 527N , VH=37BN, MH= 373 Nim NE 75N Ansi VE 355N, ME= 727 Nim 4m 75N/m 3m 3 m
- 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) mm4Questions kasainta05h_chp16.17m What is the fixed end moment FEMAB for the beam with a settlement of 25 mm at support C? 20 kN/m 60 kN 5. E D -8 m+am+4m 7. -8 m El - constant E= 70 GPa /= 800 (10) mm 10. O 713 kN-m O0.1913 N-m O 230.0 N-m O a 106 7AN-m9-8. A standard steel 14 in. Schedule 40 pipe carries, a 650 lb load at the center of a 28 in. span, simply supported. Compute the deflection of the pipe at the load. 9-8 O-.055in O-.0057in O-032in -.054in
- 600 N 600 N 200 N [02 m 200 N - 3m - 300 N 300 N Determine the resultant couple moment acting on the beam. O 340 Nm CW O 120 Nm CCW O 340 Nm CCW O 280 Nm CW. A Simply Supported Concete beam havig a width of so rn and an effectire hepth g s2oma carries a load includmg its Wergth Wq= 7 kNm and a loncortated loád Pa: 370KN unforaly distributed fectret acting 2m from Peft Support. fi = 207 Apa, fo: 415 Mpa I det the Max factored Shear force. at the Cntical Seetion. 2 det the Spaang of the lo'mm o belween. A to B s det. the Spacing the lommd of Sstrirups between B-C. R370KN A BUSE SLOPE DEFLECTION METHOD Given the indeterminate beam, find the moment at Bin span BC Mac in kNm. EI is constant 10 KN 5KN/m Sm 2m O Zoom mage O -881 O -11225 -633 -3.995
- 3m •Analyze the simple truss shown. H 3 6KN 4m рат жёт C 7KN + 4m W 8KN 4 AM t 4.5mThe beam has a moment of inertia of I = 125(106) mm². Determine the slope of the beam at B. E= 200 GPa. Use the method of virtual work. 18 kN - m A -4m- B ID C I -3 m- -3 m- 20120 -4 m- 18 kN mDvestion 2: For the u sing beam shown determine the slope point c and des techon at MomenH Aria Metho d. 100 KN. m 25 KN/m 1SOKN EI > constant E = 200 Gpa 4m 4m 202 L10*) mm4 CS Scanned with CamScanner