F= {-6i + 4 j + 8k} kN 4 m- 6 m 1m 2 m - - Probs. 4-27/28
Q: Determine the vertical movement of the load P
A: Given:- P=100kN For Steel:- L=4m A=300mm2 E=200GPa For Aluminum:- L=3m A=500mm2 E=70GPa To find:-…
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: 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: Q2/ Determine the resultant moment of the forces about point I F=400N 100 N D 30 A B C 45°
A:
Q: Determine the moment of a 1,300pound force applied at truss joint D about points B and C. Use…
A: Given: Determine the moment of a 1,300pound force applied at truss joint D about points B and C. Use…
Q: Q2/ Determine the resultant moment of the forces about point B F=400N 100 N D 30° A B C 45° 0.3 m…
A:
Q: W O (WL^3)/24
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 moment of the force F about point P.Express the result as a Cartesian vector.
A: The position vectors are calculated as,
Q: Q2/ Determine the resultant moment of the force about point C F=400N 100 N D 30° 45h 03 m B 100 N…
A:
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: . Replace the loading by an equivalent resultant force and specify where its line of ction…
A: To find resultant force and it's location from point C
Q: Force F acts on the frame such that its component acting along member AB is 650 lb, directed from B…
A:
Q: Q1): Determine the moment of the force system of figure below: (a) with respect to point O. (b) with…
A:
Q: Determine the resultant moment of forces about the point O? Neglect the beam thickness *KN 15m #2kN…
A:
Q: 3. Compute the moment of force F=450 lb and of force P= 361 Ib about point A, B, C and D. А. P D
A:
Q: The frame is made from pipe that is fixed connected. If it supports the loading shown, determine the…
A:
Q: - Determine the moment of the force about point O. s00 N
A:
Q: 2-1. Determine the magnitude of the resultant force FF,+F and its direction, measured…
A: My dear, The forces in the three quadrants are given to us, What i ll do is that i ll find the net…
Q: Determine the moment of the 360 N force about (a) point A, (b) point B.
A: Consider the figure,
Q: Find the moment of force (300 N) about points A, B, C.
A:
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: Determine the internal forces at point D of the frame. I WILL RATE YOU.
A: Introduction- In building, framing is the fitting of parts together to provide structural stability…
Q: Solve the Shear and Moment Ordinates and draw the Diagrams. 7 kN/m- 3 kN/m ← 2 m Al B 3 m C
A:
Q: P kN В W kN/m 12 m A 5 m 5 m Draw the schematic / blown-up diagram of the frame showing the member…
A:
Q: f the resultant force is 600N directed downwards, determine the magnitude and direction of force F.…
A: To find magnitude and direction of force F
Q: Determine the moment of the force 360 N about points A and B. 360 N 40° 100 mm 225 mm A 25 ° B.
A:
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: W L - O (-wL^3)/6 O (WL^3)/6 O (3wL^3)/8 O (3wL^3)/8
A:
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: Determine the moment of the force 360 N about points A and B. 360 N 40• 100 mm 225 mm A 25° B
A: To find moment about point A and B
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: The 100lb force Q is applied perpendicular to the section DE of the be the moment of Q about point D…
A:
Q: Find the moment of each of these forces about the point O. (g) (h) (1) 50 3.5m 29 N 12 N
A:
Q: Determine the magnitude of the resultant forceand its direction, measured counterclockwise from…
A: Determine the magnitude of the resultant force and its direction, measured counter clockwise from…
Q: P 30 N C 1.6 m 45° B 1.6 m A 39 The 30-N force P is applied perpendicular to the portion BC of the…
A:
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: 2/31 Determine the moments of the 5-kN force about point O and about point B. y, m В 16, 0) - - x, m…
A:
Q: Determine the direction of the resultant force in degree, measured counter-clockwise from the…
A:
Q: Find the y-coordinate of point A so that the 297lb force will have a clockwise moment of 663ft-lb…
A:
Q: Determine the moment of the force F about point P.Express the result as a Cartesian vector.
A:
Q: Determine the moment of force F about point 0. F h b
A:
Q: Replace the 4.4-kN force by an equivalent force-couple system at (a) point O and (b) point B. Give…
A:
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: What is the VERTICAL and HORIZONTAL reaction of the support at B? use : x = 137 y = 37 a = 6 b = 8 c…
A:
Q: Determine the magnitude of the resultant force andits direction, measured clockwise from the…
A:
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…
A:
Q: 7. The force system shown consists of the couple C and four forces. If the resultant of this system…
A: The given figure is shown below:
Q: 3. Given the beam below compute the following: a. Vertical Reaction of support A b. Moment at A c.…
A: The reactions can be solved by slope deflection method. Fixed end moments are determined first and…
Determine the moment of the force F about point O.
Express the result as a Cartesian
Step by step
Solved in 2 steps with 2 images
- Steel Design Two channels having the given properties shown is placed at a distance of 300 mm to back and is properly connected by a pair of lacings as shown. Properties of one channel A = 5595 mm2 d = 305 mm x = 17mm Ix = 67.3 x 106 mm4 Iy = 2.12 x 106 mm4 rx = 19.3 mm Assume K = 1.0 Determine the safe axial load in kN, that the column section could carry. Unsupported height of column is 6m.Q) Determine the elastic and plastic moment of resistance of the RC beam. The beam is a trapezoid in shape. B1 at top = 300mm, B2 at bottom = 500mm, total height = 600mm, height from top to the bottom of the steel reinforcement = 570mm, As = 1473mm^2, Fy=350MPa, Fcu=30MPa Solve this early I upvotef. Calculate the maximum safe load "P" in KN Two A36 16mm Thick Steel Plates Are Connected By Four Rivets With Fv=152 MPa As Shown. Given: Rivet Dia 20 mm x=100 mm
- I am ok with parts a) and c) but regarding the part b) I think we should mention the number of loops so the equation should be : SI = ext + int - releases = react. - (3 equ) + (3 equ) ( nb of loops) - releases ( no hinges here )= (4) - (3) + (3)(1) - 0 = 4h degree and if I used the simple method, I brake the frame into 2 membersso r= 2+2+3+3=10 n= 2 membersso r> 3n by 4 degree Does it make sense?The riveted lap connection shown consists of two(2) – PL 12 mm × 280 mm. 1. If allowable bearing stress in holes is 1.2Fu where Fu is the ultimate strength of the plate and which is equal to 400 MPa, find the maximum allowable force P that can be applied neglecting effect of eccentricity. a. 563.3 kN b. 460.8 kN c. 683. 6 kN d. 405.9 kN 2. If allowable yielding of gross area is Fy/1.67, where Fy is the yield strength of the plate and which is equal to 250 MPa, find the maximum allowable force P that can be applied neglecting effect of eccentricity. a. 534 kN b. 560 kN c. 446 kN d. 503 kN 3. If diameter of hole equals diameter of rivet, what is the net area of edge-3-4-edge in square millimeters? a. 2540 b. 2590 c. 2880 d. 2040Simply Supported Beam ABCDE below carries multiple loads as shown. A built-upsection made from a T-Section and a Channel (C-Section) fastened together by 16mm∅ bolts,equally spaced from the center of the section, with shearing capacity τ=100 MPa, for bearing σb= 220 MPa for rivets in single shear and σb = 280 MPa for rivets in double shear. E=200GPa forall materials. Determine the moment of inertia of the section in x10^6 mm^4
- The W8 * 48 cantilevered beam is made of A-36 steel and is subjected to the loading shown. Determine the displacement at C and the slope at A. (Use the principle of supperposition and Appendix C to answer this question). Ix = 184 in4 . E=29000 ksi.Higher Order L.D.E (D3+6D2+5D-12)y=034 - A support is a fixed, B support is a sliding joint. loads M= 30 kNm, P1= 12 kN, P2= 13 kN, q1= 6 kN ⁄ m, q2= 7 kN ⁄ m , spans are a= 2 m, b= 3 m. The support reactions in the beam whose loading condition is given in the figure will be found. Accordingly, Ax = ?A) 22.25B) 0C) None.D) 39.25E) 21/2
- Determine the design moment capacity of the beam with the following sections properties. Given: d = 684mmd’ = 60mmb = 350mmfy = 420 MPaf’c = 20 MPacompression reinforcement = 2-20mm Φtension reinforcement = 4-32mm ΦA flooring system consists of parallel I-beam sections spaced at 3 m on centers with simple spans of 6m. The beam supports a 200mm thick slab that laterally supports the top of the beams. The flooring system is designed for a superimposed load of 1750 N/m^2 The properties of the I-beam sections are: d= 352mm, tw= 7mm bf=170 mm, tf= 10mm Ix= 0.00012m^4, W= 44.85 kg/m Fy- 248 MPa,E= 200,000 GPa 1. Calculate the plastic section of the steel section in mm^3 2. Calculate the nominal strength (kN.m) of an individual beam if it is laterally supported by the concrete slab. 3. Calculate the unfactored service dead load on an individual beam in kN/m 4. Calculate the maximum service live load (kPa) the beam can sustain under LRFD provisions using φb= 0.9 5. Calculate the maximum live load (kPa) the beam can sustain under ASD provisions using Ωb=1.67A floor system is supported by WF A36 steel beams 8.6m long and spaced 3m on centers. The beams are simply supported at their ends and are laterally supported over their entire span. Assume compact section and neglect beam self-weight. The properties of the beam section are: d=518mm, tw=46mm, bf=347mm, tf=55mm, k=76mm, shape factor SF=1.20, Sx=8,439x103mm3. Use allowable deflection (1/360) of beam span. Calculate the SERVICE floor load in KPa that the beam can carry against DEFLECTION. Express your answer in 2 decimal places.