Ax= Ay 130 KN -3 m 12 3 m- kN kN MB 12 kN/m By 10 m Bx= kN-m B kN kN
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- B Lsm +sm+sm-sm- Ax- Ra Rc- Ro= Hinge 90 kN/m 5m kN Ay KN kN kN Hinge -5m-5m KNV M R = R R = D RA M 40 kN = VD₁² M VD2= MB1 B2 D = 2 m 6 m MB2 MB1 hinge 4m-4m VB Vpz KN KN 2 kN/m KN KN KN KN kNm kNm kNm D RD VD1 MD 8 m 2° 30 kN-m RE4.5.12 OIC Section Properties Write functions for A, I, c, radius of gyration. Each function works for the three sections below. Example Function name: OICSEC_A() • OICSec_() Etc. 을 + 12 BIP - bhs V, 12(BII-bh) BII -- bha 6/1 - 8
- 130% v - + 7 Annotate T| Edit Trial expired Unlock Full Version ENGR 263 A A A 4.8 Member AB is the beam under consideration. As shown in the illustration of the loading condition, member AB is a single overhanging beam. Beam AB supports a 500-lb/ft uni- formly distributed floor load on the beam overhang only. Overneia 4 Fr Stee ream (reactions) R. Free-body diagram (negligible weight) Loading condition[1] Solve for the GS of (D4-5D3+9D²-7D+2)y=0Q4\ Which of the following is a zero-force member? 3 8KN 4 G 4 エ 子c D. 4 B AC BD IF ID
- There is a statically indeterminate beam in which the horizontal force at the left and right ends (points A and D) is zero, and the vertical force is shown in the figure below, The flexural stiffness of the beam section is constant El: Try to find the slope (Slope) of point B after deformation.Test#1 -zzen-zax AlpQLSdM75VMOVqbMa1WtS9n99RYc6PifeGUTpVBOluyMUUVYQgqqA/formResponse YouTube Replace the three forces which act on the bent bar by a force-couple system at *.the support point A 2100 lb 4' 1500 lb •A B. 30° C. 2' •E. 800 lb 3' oogleH.W: draw the I.L for RA, RC, RF, RD, MD, VCL, VG and MG. A 2 m B -2 m C G 0.4 m 1.6 m D 2 m- E 2 m LL
- The evaluation of So 3y³e*ydxdy _is е-1 -e None of themPb- DCS.A bar AE is in equilibrium under the action of the frve forces shown. Determine T (kN). F1 88 kN F2- 34 kN "type the numerical value in two (2) decimal places only without the unit (ADD-"FOR DOWNWARD/LEFT DIRECTION, OTHERWISE, TYPE ANSWER AS IS.) 5m F1 T Sm 5m F2 5m P RA