ure 800 N 30% H G M B 3 m -3m -3m- 3 m D < 1 of 2 > Part A Identify the zero-force members in the truss shown in (Eigure 1). Check all that apply. EF OBC GH BF D CF AG CD AB CE ⒸAH FG BG DE Submit Part B Request Answer
Q: Find the shear strain at position B
A:
Q: Degree of saturation
A: Given data : The value of specific gravity of soil GS=2.72 The value of void ratio of soil e=0.72…
Q: A simply supported steel beam of 8 m long and subjected to a uniformly distributed load of 10 kN/m.…
A:
Q: A rectangular channel of 2.5 m width is carrying a discharge of 4 m³/s. Considering that…
A: Given data- Rectangular channel- Width B=2.5 m, Discharge Q=4 m3/s, To Find- The velocity of flow at…
Q: Use A992 steel and compute the nominal compressive strength of a WT10.5 × 66 with an effective…
A: Given For WT 10.5*66 From AISC table, Ay = 19.4 in2 rx=…
Q: Two (2) angles 150 x 90 x 12 tension member of A36 steel, Fy=250 MPa and F₁-400 MPa, is connected to…
A: To determine the adequacy of the tension member, we need to calculate the capacity of the member…
Q: 10KN 15kn/m 3m 1m 10m 30 kN/m B
A: Solve for the support reactions of the beam given (roller and hinge)
Q: A circular raft foundation of 20 m diameter and 1.6m thick is provided for a tank that applies a…
A: Calculate the elastic settlement of foundation??
Q: A high-rate digester is being operated at a constant temperature of 100°F. The sludge loading rate…
A: Given data- High-rate digester- Temperature = 100oF, Sludge loading rate SLR=396 m3/d, To Find- The…
Q: Problem. 2, A soil has void ratio = 0.72, moisture content = 12% and G,= 2.72. Determine its
A:
Q: 8-61. The two blocks used in a measuring device have negligible weight. If the spring is compressed…
A:
Q: Angle Check: 101 102 103 104 Bearing Dec AZ LAT Closure : DEP Closure : Linear Error of Closure :…
A: Data given For calculation purpose the stations are named as A, B, C, D as shown in the figure.…
Q: WOULD THE BEARINGS BE THE SAME?
A: Finding the bearings of a line AB, BC, CD, DA. In above solution find out the azimuth of lines is to…
Q: The values of axial stress (o) in kN/m2, bending moment (M) in kNm, and shear force (V) in kN acting…
A: Given- Area A=0.04 m2, Load P=50 kN, Axial stress, Bending moment & Shear force is required.
Q: Note: Read the question carefully and give me BOTH right solutions with clear calculations.…
A: Given data: Arrival rate λ(t) 7 AM to 8 AM = 5 vehicles per minute Service rate (7:15 AM to 7:45…
Q: 4. On a map of scale 1 cm = 85 m with a contour interval of 2.1 m, two adjacent contour lines are…
A:
Q: F2-7. Determine the horizontal and vertical components of reaction at the pins A, B, and D of the…
A: To find components of reaction at point A,B,D
Q: U WA 45° A 120 kN/m C 30 m 300 m B 45° E 50 m
A:
Q: Calculate and illustrate the shear and moment diagrams of the frame. B 11: 12 kN/m A 9m 10m 15 kN/m…
A: Given: Required: Draw shear and moment diagram
Q: 4) For the given body with a couple acting on it, determine the couple moment using the following…
A:
Q: Situation #1 - 3 m El is Constant (Assume El = 1 kN-m²) Y KN 1 10 + A X KN F - 4 m B Determine the…
A:
Q: The truss is supported by rollers at A and by a pin-joint at Find the force in members CD, LD, and…
A: Given : F1 = 3000N F2 = 5880 N F3 = 7090 N F4 = 5780 N Find force in member CD, LD and KL ?
Q: B A kN/m 7m A= 8 B= 6 23. Determine the slope at C. 24. If moment diagrams are referred at A, what…
A: EI = 1 kN -m² Determine slope at C ? udl = 6 kN/m
Q: 60cm Waw A 23cm 6- 16cm SG=08 20cm 20cm SG= 13.6 SG=136 Given heights: 60cm, 23cm, 16cm, h, 20cm, 20…
A:
Q: The hydrostatic stress for the state of stress represented by Oij given below is ΜΡα Vij = = 100 50…
A:
Q: Problem. 2, A soil has void ratio = 0.72, moisture content = 12% and G,= 2.72. Determine its
A:
Q: Solve for moment and shear force diagram
A:
Q: A #2 Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(106)…
A: Given data P = 29 KN a = 3m E = 200 GPa = 2 × 105 N/mm2 I = 70 × 106 mm4 Find slope and deflection…
Q: Situation 4: Terminologies ( 1. A structural element that carries a load that is applied transverse…
A:
Q: Determine reactions AY, BY, AX, BX. Calculate normal force, shear force and bending moments for…
A: Given
Q: 29.2 kN/m الله __3m -3 m A -5 m B 43.8 kN/m m-
A:
Q: Determine the force in each member of the loaded truss. The force is positive if in tension,…
A:
Q: Determine the LRFD design strength, øPn , using 1) the AISC Equations; 2) Force_table4-1 (Folio or…
A: Given:- The length of the column = 22 ft The steel used as a column = W12×65 The yield strength of…
Q: etermine the reaction of the supports of the three-hinged ch shown below: w = 4 kN/m hinge ȚI
A: To find support reaction at A and B
Q: Pipe design A stretch of corrugated metal pipe (n = 0.024) is needed to convey a design storm flow…
A: Given Data: Discharge, Q=32 ft3sec Manning's coefficient, n=0.024 Slope, S=0.002 Minimum scouring…
Q: Part B Determine the force in member CJ and state if this member is in tension or compression.…
A:
Q: From the frame loaded as shown. Solve the following if P = 15 1.5P KN P kN. F A 1.5 m, GH -3 m -3 m…
A:
Q: Situation 4: Terminologies 1. A structural element that carries a load that is applied transverse…
A: (1) When a structural element is subjected to transverse load. Then, the structural element is known…
Q: Determine the horizontal and vertical components of force at pins A and D. 2m -1.5 m- -1.5 m- 0.3 m…
A: Given data : Structure is given with pulley at E of radius 0.3m Find : Reactions at A and D Free…
Q: What is the support reaction VG from the following figure?
A:
Q: A #1 = end C of the beam. E = 200 GPa, I the moment-area theorems. a Determine the slope and the…
A: Moment area method is used to determine deflection of beams. The method used bending moment diagram…
Q: = 30 kN/m² and k = 1 is The unsupported vertical cut of the embankment if C = 40 kN/m². (A) 5.23 m…
A: Brief introduction : The given question is related with geotechnical engineering . In this question…
Q: FFS on Freeway Given: Six-lane urban freeway (3 in each direction) Lane width = 11 ft Right-side…
A:
Q: For a certain interval of motion the pin A is forced to move in the fixed parabolic slot by the…
A:
Q: Determine the required value of P.
A: This question has been taken from fluid mechanics and the explanation is given below:
Q: Solve for the stresses in all members of the truss using Method of Joints. Complete solution with…
A: Given data Find force (stress) in each member using method of joint.
Q: Topic: Statics of Rigid Bodies | Beams and Cables Derive the three equations for catenary cables…
A: Given data To find: (a) 'y' as a function of x and H (b) 's' as a function of x and H (c) 'T' as a…
Q: determine the reactions at the supports for the beam if the beam is statically determinate shown.
A:
Q: Analyze the beam loaded and supported a shown: 40 kN Ans.: A| 2 Ans: 6m B Hinge (a) Determine the…
A:
Q: Find the length of the tangents
A:
Step by step
Solved in 2 steps with 1 images
- Compute the nominal shear strength of an M107.5 of A572 Grad 65 steel.The steel truss supports a 6000-lb load. The cross-sectional areas of themembers are 0.5 in.2forABand 0.75 in.2forBC. Compute the horizontal displace-ment ofBusingE¼29106psi. ans. no. 10 only , GIVEN, REQD AND COMPLETE SOLUTIONThe Channel section is used as a purlin placed on top of trusses with spacing of 4.1 m and slope 1V to 4H. The purling are supporting a total uniform load of 20.2 kN/m.Properties of Channel:Sx = 119 × 10^3 mm^3Sy = 87 × 10^3 mm^3 Compute the maximum bending stress.Use NSCP 2015Round your answer to 2 decimal places.
- Determine 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.Note: Hi, pls need help. Any solutions are highly appreciated. I will rate this right away. Thank you in advance! Considering sag rods and tie rods at midspan, what is the maximum moment about minor axis in N-m? (2 decimal places) A 20m Fink Truss are spaced at 'S' meters o.c. the purlins are made up of C10X20 sections and are spaced 1.1967m on centers. The truss has a height of 4m. Roof LL is 'RLL' N/m2 of roof surface and roof covering is assumed to be 'RDL' N/m2 of roof surface. Determine whether the purlins are adequate to carry such loadings. Given: Fy=248 MPa w=29.76 Kg/m A=3787.09 mm^2 Ix=32.84×10^6 mm^4 Iy=1.17×10^6 mm4 Zx=317.91×10^3 mm3 Sx=258.92×10^3 mm3 Zy=44.25×10^3 mm3 Sy=21.47×10^3 mm3 S= 6 m RLL=900 N/m^2 RDL= 900 N/m^2Rigid members ABC and DEF are joined bysteel (Es = 180 GPa) links BE and CF. The steellinks consist of rectangular plates with crosssectional dimensions 25x35-mm. Determine:a) the change in length of BE and CFb) the distance between pts. A and D after theloading is applied. Pts. A and D are 240mm apart prior to the applied loading.
- Channel sections are used as a purlin. The top chords of the truss are sloped at 6H to 1V. Trusses are spaced 4m on centers. Use the properties of the channel section in the picture. Loads: Dead load = 600 Pa Live load = 800 Pa Wind load = 1,300Pa Wind coefficients: Windward = 0.25 Leeward = -0.4 Use Fbx=Fby=248 MPa. Determine the safe spacing of purlins (Use load combination of 0.75(D+L+W)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?Note: Hi, pls need help. Any solutions are highly appreciated. I will rate this right away. Thank you in advance! What is the maximum moment about minor axis in N-m? Considering sag rods and tie rods at third points (2 decimal places) A 20m Fink Truss are spaced at 'S' meters o.c. the purlins are made up of C10X20 sections and are spaced 1.1967m on centers. The truss has a height of 4m. Roof LL is 'RLL' N/m2 of roof surface and roof covering is assumed to be 'RDL' N/m2 of roof surface. Determine whether the purlins are adequate to carry such loadings. Fy = 248 MPa. C10X20 properties: w=29.76kg/m, A=3787.09mm2, Ix=32.84x106mm4, Iy=1.17x106mm4, Zx=317.91x103mm3, Sx=258.92x103mm3, Zy=44.25x103mm3, Sy=21.47x103mm3 S (m) RLL (N/m^2) RDL (N/m^2) 6.00 900 900
- Note: Hi, pls need help. Any solutions are highly appreciated. I will rate this right away. Thank you in advance! What is the maximum moment about minor axis in N-m? Considering sag rods and tie rods at third points (2 decimal places) A 20m Fink Truss are spaced at 'S' meters o.c. the purlins are made up of C10X20 sections and are spaced 1.1967m on centers. The truss has a height of 4m. Roof LL is 'RLL' N/m2 of roof surface and roof covering is assumed to be 'RDL' N/m2 of roof surface. Determine whether the purlins are adequate to carry such loadings. Given: Fy=248 MPa w=29.76 Kg/m A=3787.09 mm^2 Ix=32.84×10^6 mm^4 Iy=1.17×10^6 mm4 Zx=317.91×10^3 mm3 Sx=258.92×10^3 mm3 Zy=44.25×10^3 mm3 Sy=21.47×10^3 mm3 S= 6 m RLL=900 N/m^2 RDL= 900 N/m^2Note: Hi, pls need help. Any solutions are highly appreciated. I will rate this right away. Thank you in advance! what is the maximum moment about minor axis in N-m? Considering sag rods and tie rods at midspan (2 decimal places) A 20m Fink Truss are spaced at 'S' meters o.c. the purlins are made up of C10X20 sections and are spaced 1.1967m on centers. The truss has a height of 4m. Roof LL is 'RLL' N/m2 of roof surface and roof covering is assumed to be 'RDL' N/m2 of roof surface. Determine whether the purlins are adequate to carry such loadings. Fy = 248 MPa. C10X20 properties: w=29.76kg/m, A=3787.09mm2, Ix=32.84x106mm4, Iy=1.17x106mm4, Zx=317.91x103mm3, Sx=258.92x103mm3, Zy=44.25x103mm3, Sy=21.47x103mm3 S (m) RLL (N/m^2) RDL (N/m^2) 6.00 900 900Light-grade channel is used as a purlin of a truss whose top chord is sloped at 15degrees from the horizontal. Properties of channel section: Sx = 6.19 x 10^4 mm^3 Sy = 1.38 x 10^4 mm^3 Simple Span = 6 m with one sagrod at L/2 Loads Roof Loads (applied at centroid of purlins) Dead Load = 0.95 kPa (including weight of purlin) Live Load = 1.2 kPa Allowable Stress: Fbx = Fby =110 MPa a. Determine the maximum spacing of purlins (m) due to dead load plus live load only. (Hint: Analyze in terms of s and DCR<= 1.0 )