У -3 m- 3 m- F = (2i + 4j – 6k} kN Prob. 4-31
Q: Solve for the forces on members AB, AH, BC, BG, BH, GH and CG 15 N 10m RA 20 20m 20 20 SKN RAY REY
A: Consider the figure, Here, T is the tension and C is the compression.
Q: 3/2 P kN P kN/m 6 m
A: Load at free end = 1.5 x 25 = 37.5 KN Udl load of 25 kn- m For 6m length Udl is 25 So for X m…
Q: 3. Determine the moment of the 50-N force (a) about point O and (b) about point C y, mm +C (0, 25) В…
A: To find moment about point O and C
Q: draw the shear force digram and bending moment digram and contraflexer point
A: Given:- Overhanging beam To find:- a) SFD b)BMD c)Point of Contra flexure
Q: H.W. Determine the moment of the force about point O of the cases be 100 N F= 300 N %3D 130 2 m 45°…
A: Here we have to find moment of force about point O
Q: W O (WL^3)/24
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Q: -35. Determine the moment of the force at A about oint P. Express the result as a Cartesian vector.…
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Q: termine the moment of the 3- KNN force acting at A about point O. Also determine the moment of the…
A: position vectors A = 1.2i + 0j + 0.3k B = 0i + 0.5j + 0.4kThere vector AB = vector B - vector A=…
Q: Determine the magnitude and direction θ of theresultant force FR. Express the result in terms of…
A: Consider the following figure: Completing the parallelogram
Q: Determine the resultant of the parallel forces system acting on the beam shown and the position of…
A: Resultant of forces:R=36+8+18+12103=59kN
Q: 30 F2 = 300 N F1 = 250 N |3D 60° A 2 m -3 m- 4 m B F3 = 500 N Determine the moment of each of the…
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Q: Find the moment of the force F about the AC axis
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Q: Force F acts on the frame such that its component acting along member AB is 650 lb, directed from B…
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Q: FIND THE MOMENT OF THE 1.2 kN FORCE ABOUT POINT A AND ABOUT POINT B
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Q: - Determine the moment of the force about point O. s00 N
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Q: The 30-N force P is applied perpendicular to the portion BC of the bent bar. Determine the moment of…
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Q: Determine the moment of the force 360 N about points A and B.
A: Given:- F=360N To find:- Moment about points A and B
Q: Find the moment of force (300 N) about points A, B, C.
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Q: C FB = 5 kN F = 7 kN 6 m 8 m 2 m D 3 m- 6 m.
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Q: Replace the loading on the frame by a single resultant force. Suppose that F = 600 N, a = 0.5 m, and…
A: Given ; F = 600 N a = 0.5 m and h = 1.1 m To Find : Where the line of action intersects a vertical…
Q: 4. Find the vector moment along AO due to the force, Fo and force, Fu. F5 kN Fo-7 kN 6 m 8 m 2 m D 3…
A: Coordinates of point O = (0,0,0)m Coordinates of point A =(0,0,8)m Coordinates of point B =(0,6,0)m…
Q: 4. Find the vector moment along AO due to the force, Fo and force, FB. FB = 5 kN F, = 7 kN 6 m 8 m 2…
A: Given :- Force FD and force FB are given Magnitude of force FD = 7 KN Magnitude of force FB = 5 KN…
Q: 3. If force F =600 N, determine the components of the forces at B, C and D. %3D Draw the FBD of each…
A: Given: The value of force F is 600 N. Consider the figure,
Q: Determine all reactions and bar forces produced by the applied load in the truss. Take the vertical…
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Q: Determine (approximately) the internal moments at joint H from HG, and at joint J from JI and JK.
A: Consider the diagram of an approximate analysis the frame is as shown below
Q: Determine the magnitude of the force F given that the moment about the axis BC is 600 N.m 4m B y F…
A: The given figure is shown below:
Q: 2/40 The 30-N force P is applied perpendicular to the portion BC of the bont bar. Dotermino the…
A: Calculate the bending moment at point B due to load P Moment (MB)= Force×perpendicular…
Q: Express the internal moment in the cantilevered beam as a function of x. Determine the moment at 5m…
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Q: Determine the moment of the 3- kN force acting at A about point O. Also determine the moment of the…
A: position vectors A = 1.2i + 0j + 0.3k B = 0i + 0.5j + 0.4kThere vector AB = vector B - vector A=…
Q: P Al B 1m w in kN/m E 6m C + 1m P D
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Q: (continuation) Determine the shear at 0, in N. O 10 O40 O 30 20 continuation) Find the resultant…
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Q: Use: w = 355 N/m and d= 2.6 m. Find the Shear force at point C:
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Q: Determine the forces in members EF, BF and BC. F 2.74 m 3.66 m 2.74 m B C 13.35 kN 2.74 m E.
A: Let,RA=vertical reaction at support A in upward directionHA=horizontal reaction at support A in…
Q: Find the moment of each of these forces about the point O. (g) (h) (1) 50 3.5m 29 N 12 N
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Q: M in kN.m A w in kN/m 3 m B 4 m C
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Q: Determine the moment of the force F about point O.Express the result as a Cartesian vector.
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Q: Q1): Determine the moment of the force system of figure below: (a) with respect to point O. (b) with…
A: Given Data: Force F1=10 lb. Force F2=10 lb. Force F3=20 lb. Force F4=30 lb.
Q: 4-57. Determine the moment of this force F about an axis extending between A and C. Express the…
A: Unit vector Along ACu^AC=4i+3j42+32=4i+3j5Moment about AC is given…
Q: Determine the moment of each of the three forces about point A. = 300N F- 250 N. 2 F= S00 N
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Q: 2/31 Determine the moments of the 5-kN force about point O and about point B. y, m В 16, 0) - - x, m…
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Q: Determine the moment of the force F about point P.Express the result as a Cartesian vector.
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Q: Determine the moment of force F about point 0. F h b
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Q: The force P is applied perpendicular to the portion BC of the bent bar. Find the moment of P about…
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Q: What is the Maximum moment in kN-m. Given: w = 17, a = 2, b 6, and c = 2. w kN/m A C. D -am bm c m
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Q: Determine the height h above the base B at which the resultant of the three forces acts.
A: Given Data: Force F1=200 lb. Force F2=250 lb. Force F3=565 lb. Distance d1=39" Distance d2=39"…
Q: 2/40 The 30-N force P is applied perpendicular to the portion BC of the bent bar. Determine the…
A: Given that:
Q: Determine the moment of a force F = (0.5i – 2.0j + 7.0k) kN acting at A(5, -4, 0)m about axis BC…
A: Given: The force F is {0.5i – 2.0j + 7.0k} kN. The coordinate of A is (5, -4, 0) m. The coordinate…
Q: Q2/ Determine the resultant moment of the force about point C F =400N 100 N D 30 45° 0.3 m B 100 N…
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Q: 2/ Determine the resultant moment of the force about point C F =400N 100 N D |30° A 45° 0.3m B 100 N…
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Determine the moment of the force F about point P.
Express the result as a Cartesian
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- Determine the required length of cord AC shown so that the 8-kglamp can be suspended in the position shown. The undeformed lengthof spring AB is l'AB = 0.4 m, and the spring has a stiffness of kAB = 300 N/m.A steel rod is bent to form a mounting bracket. For each of the mounting brackets and loading shown, determine the reactions at A and B. Take L = 230mm, F1 = 6ON, F2 = 130 N, M = 14 N.m *A light-gage cold-formed steel channel used as purlins are simply supported on the roof truss 4m apart. Sag rods are placed at midspan. Assuming compact section and loads acting on the flange. Use ASD method. The roof continously braces the purlin. Given: Purlin Spacing = 1.5 m Slope = 15 degrees DL = 2.5 kpa LL = 2.5 kpa WL = 1.0 kpa Windward coefficient = 0.25 Properties of channel section: Sx = 185.17x10^3 mm3 Sy = 16.55x10^3 mm3 Zx = 223x10^3 mm3 Zy = 33.4x10^3 mm3 rts = 21 mm ry = 16.79mm Cb = 1.30 Determine allowable flexure strength about the y-axis and x-axis. (kN/m)
- Input-P=222Repeat Prob. 3-5 using singularity functions exclusively (including reactions).i want handwritten and correct I have attached final sol pls do it fullFor the given loads F1=42 KN, F2=48 KN, F3=45 KN, F4=32 KN (Assume internal forces are in tension) 1- Magnitude of reaction at K is (KN) :(a. 151 - b. 226.5 - c. 302 - d. 377.5 - e. 453 ) 2- internal force in member JH (KN) :(a. -327 - b. -218 - c. -436 - d. -545 - e. -654) 3- internal force in member IH (KN) : (a. -204.600222 - b. -136.400148 - c. -272.800296 - d. -341.00037 - e. -409.200444 ) 4- Magnitude of reaction at A is (KN) 5- internal force in member IK (KN) is 6- internal force in member GF (KN)
- A 290 kg/m light crane rail sits on and is securely fastened to a W400mmx67kg/m crane girder.The girder is simply supported on a span of 9m.Assume full transfer of lateral load to the top flange of the girder. Crane wheel loads: Vertical load at the centroid (V)=80kN Horizontal load at the top flange (H)=8kN Properties: A=8580 mm^2 d=400 mm bf=179 mm tf=14 mm Ix=244 x 10^6 mm^4 Iy=14 x 10^6 mm^4 tw=8.5 mm a.what is the maximum bending stress fbx(MPa) in the girder? b.determine the maximum bending stress fby(MPa) in the girder c.Using the interaction formula fbx/Fbx + fby/FbyA 250mm x 300mm beam 7m long is supported at its end and its midspan. It carries a uniformloadof 9KN/m excluding its own weight. E = 13.8 GPA. Weight of wood is 9.5 KN/m^3. If the allowable deflection is12mm. a. Compute the reaction at MidspanDetermine the nominal strength of a A36 steel column (Fy = 36 ksi), W 14 X 68 with a total length of 50 feet (both pin-end connection). W14x68 A = 20 in.^2 d = 14 in. tw = 0.415 in. bf = 10 in. tf = 0.72 in. T = 10-7/8 in. k = 1.31 in. k1 = 1.0625 in. gage = 5-1/2 in. rt = 2.71 in. d/Af = 1.94 Ix = 722 in.^4 Sx = 103 in.^3 rx = 6.01 in. Iy = 121 in.^4 Sy = 24.2 in.^3 ry = 2.46 in.
- 2. The beam AB shown is supported at A and B. the beam is loaded with three fixed concentrated loads and an overhead hoist carrying a load W. P1 P2-320 KN. P3-200 KN and W-500 KN A. Find the distance of W from A in meters if the resultant of the external loads is at the midspen B. What is the reaction at A when W is at midspan?A T-beam (internal) for a floor system has a slab thickness of 100mm and a total depth of 550mm. It hasa web thickness of 300mm. The T-beam is casted monolithically with the slab. The beam has a simple spanof 6.0m with a spacing of 2.4m center to center. The beam carries a live load moment of 163 kN.m and adead load moment of 84 kN.m. Assume f’c = 20.7 MPa and fy = 413.7 MPa. Assume steel covering to thecentroid of the reinforcement is 65mm. Determine the following and discuss your solution:(a) Effective width of flange(b) Depth of compression block(c) Steel area requiredDesign Completely S1 & S2 and B1