B 200 psi 50° 350 psi
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9-2. The state of stress at a point in a member is shown on the element. Determine the stress components acting on the inclined plane AB. Solve the problem using the method of equilibrium described in Sec. 9.1.
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- 1:49 A ה 5% ll ,ll > וN 1.jpg Area Wire Diameter in sq. mil cir. mil MCM mm A 1.02 mm B (51/1270) in 40.1575 mil II- 100 80 9 A3 200 1. What is the value of ybar from the 1-1 line 52.69 2. What is the value of centroidal MOI Ixx? 31543447 mm^4 3. What is the value of centroidal MOI lyy? 16794122 mm^4 >1.56 The vertical post is secured by three cables. The cables are pre-tensioned so that the resultant of the cable forces F, Q, and P is directed along the z-axis. If F = 120 N, find P and Q.
- Determine the length of line EA. 1 decimal place• Numerical problems 3: QI//calculate the horizontal length of the line measured as follows: Difference in level between Inclined Вay length(m) end of bay (m) 29.634 1.78 2, 29.443 0.98 0.54 29.556 Q2//calculate the H.D of (AB, BC, AC) then calculate the area of ABC. AhA-10m Ah AC = !0 95m 75m A R.L=25 80m Q3//calculate H.D for fig. B. 20 120m 6% (s 200m) 150m A 20 DDetermine the magnitude of the resultang.
- NoneQ3/ The following is an incomplete page of level book in which (?) indicates missing Entry line. Calculate all the missing entries and complete the page of level book. also give the usual arithmetical checks. Station A B C D E F G CHECK B.S. 3.22 2.405 2.14 I.S. F.S 3.78 1.535 1.515 Σ BS- Σ FS ? Σ BS- Σ FS= 3.46 1.175 0.98 ? ? Rise (+) ? ? ? ? ? ERISE- > FALL ? ERISE-FALL = Fall (-) ? ? ? RL 350 ? ? 350.63 ? ? ? L.RL-F. RL L.RL -F. RL= Remarks BM T.P.1 T.P.2 ?Express all values up to 3 decimal places.
- please help with explaination thank you!F₁=70 F3 = 30 Find: F₂100 4 №z 155⁰ 26⁰° Ө Fix Fiy F2x Fay F3x Fay -у XPROFILE LEVELING. Complete the following set of profile level notes and show the customary arithmetic check. Plot the profile diagram using any scale you want. STA BS HI FS IFS ELEV ВМ — а 1.24 234.51 m TP – 1 1.11 3.40 1 + 00 4.6 + 25 + 50 + 75 ТР - 2 2.7 3.6 2.4 3.21 2.46 2 + 00 1.2 + 25 3.2 + 50 ТР - 3 2.8 3.06 2.74 BM – b 2.40 IN/3
