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Q: e. Hinge Hinge Hinge
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Q: з ка о чки A #₁ да ще 4KN т ще akn ще эка IE 000 зи
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Q: MAA
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Q: 7 In the figure shown, if the elevation at index contour "A" is 3100 meters, and the horizontal…
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number 1
![5 KN-
G
IA20
ESDE
IA
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IS\e0\810S
3m
+
D
12 KN
H
10KN
3m
J
1. FROM THE GIVEN TRUSS, DET. THE FF:
a. HORIZONTAL REACTION @ J
b. VERTICAL REACTION @ J
C. REACTION @ F
B
E
I
3m
40°
11 KN
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asps IstoT
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3m
3m
3m
3m
2006 1005
asps¶ W\8
2. DET THE FF:
a. FORCE ACTING ON MEMBER "EF"
AND IDENTIFY IF T OR C
"HE"
b. MEMBER
C. MEMBER "EI"](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4893bc57-11b4-439e-b74b-4878af015430%2F4a1d258d-14b2-47c4-839a-8800f593acfe%2Fniskddg_processed.jpeg&w=3840&q=75)
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- 4 Which of the following gives the reaction at D in the given beam? 300N₁ 210 N/m $100 Nm TITTT 5m 845 N 1195 N 1200 N O 1255 N B int. hinge D 5m Crir 3m 12m 120 N/m 2m ETTET 3m FQuestions 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-mA.) 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 %3D
- 团 の image.jpg > B00 Deker mine the magni nde mnd direction 200 of the resultant +300 of the four forces shown in the higure. 420 500 Determine the moment a bout Point as Shown42/ Acylinder 4m diameter and smlong Yetains water on one Side fhe ylinder is Supported as Shown in Fieg Delermine the horizontal reachion at A aind the vertical B reaction af the cyinder (uerght 169.2 KN. S-Jan-2022C0nsider the Warren truss bel0w supp0rted by a pin supp0rt at G and a r0ller supp0rt at C. S0lve f0r the reacti0n f0rces (in kN) at p0int G. S0lve f0r the reacti0n f0rces (in kN) at p0int C. S0lve f0r the f0rce (in kN) in member DF. S0lve f0r the f0rce (in kN) in member DE. S0lve f0r the f0rce (in kN) in member CE. S0lve f0r the f0rce (in kN) in member BC
- The two forces acting on the handles of the pipe wrenches constitute a couple 'M'. Express the couple as a vector Z 150 N 250 mm B 150 N OM -75i+22.5j N.m OM -75i+2.5j N.m OM -85i+22.5j N.m 150 mm 250 mm30KN 30KN 30KN В 15KN- >15KN 30deg 30deg A 30deg 30deg C R R Compute for the reactions at A,B,C of a 3 Pinned ArchAn 3k JH Ay B G Af с D E- 10' Determine the support reactions and member forces of all 101+ the members. 3k F QK 12' G F - 2k LÄNSI 10' B 10' 10' *E Ey 12' Dul
- ENGR 234: Statics 10-W: Simplification of Force-Moment Systems F4-19. Replace the loading system shown by a single resultant force acting at A and a single couple moment acting at A. State your answer as a resultant force magnitude and angle from the + x-axis, and as a moment magnitude with a CW/CCW designation. 900 N\30° 300 N 300N•M A 0.75 m 0.75 m 0.75 m 0.75 m Solution Strategy: 1. The planar nature of the problem lends itself to Scalar Analysis. 2. Resolve the 900 N force into its x- and y-components. 3. Using Scalar Analysis, compute the moments due to the forces: Use the Principle of Moments for the 900 force (i.e. use its components). The 300 N force already has an easily identifiable perpendicular distance to A. Keep track of the senses of these moments. 4. Determine the sense of the 300 N m couple, and then add this to the moments found in step 3 to find a single resultant moment at A. 5. Sum the forces in x and y and then combine them into a single resultant force in the…Find all forces in member AB,BD,DE 7kN 24KN 7kN A B 0.Sm D F 000 1.5m 1.5m SkN Fig.44 5 10 kN 0000 20 IN 73 m izd Which of the following most nearly gives the force in member cd due to a downward vertical virtual unit load at e? OO -1 O-1.41 20 AN H (w3 min d 7-3m 1-3 m Which of the following most nearly gives the vertical displacement (mm) at e? O 80/AE O 113.14/AE O183.14/AE O 70/AE 10 KN
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