What is the moment value at B? -72 KN-m -40 KN-m -20 KN-m O -80 KN-m What is the value of x, the additional point of zero shear from C? 3.0 m 1.6 m 2.67 m 2.4 m What is the degree of curve in the shear diagram at segment AB? First Degree Zero Second Degree Third Degree

What is the moment value at B? -72 KN-m -40 KN-m -20 KN-m O -80 KN-m What is the value of x, the additional point of zero shear from C? 3.0 m 1.6 m 2.67 m 2.4 m What is the degree of curve in the shear diagram at segment AB? First Degree Zero Second Degree Third Degree

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.3.1P

See similar textbooks

Related questions

Q: In a road construction. A wedge of weight (W1= 552 N) is used to mobilize the culvert pipe (W2= 1268…

Q: A downward force F has a magnitude of 10 kN and line of action passing through points (-5, 8) and…

Q: P6.3. The cable in Figure P6.3 supports girder DE uni- formly loaded with 4 kips/ft. The supporting…

Q: 2. 12 KN 45⁰ 6 m B 10 kNm 2 m 2 m D

Q: Problem 4: Determine the normal force, shear force, and moment at a section passing through point C.…

A: P=8kN To find internal forces at point C

Q: SFD and BMD. Locate points of cont the elastic curve and compute the de 8 kN 8 kN 20 kN-m C

Q: 4m C. L000 N 3m DE 3m F

Q: Draw the normal force, shear force and moment diagram of the structure AB=3m, CD=3m and BC=4m

A: A loaded frame is given in the question and it has been asked draw normal force, shear force and…

Q: 3P (kN) P (kN) 3m 1m 2m 1m

A: Given : Inclined beam SFD, BMD, elastic curve, axial diagram

Q: Q.4) Rod AB is in the x-y plane and supported by two cables as shown. The tension in cable AC is 910…

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: Draw the Shear and Moment Diagram. 40 KN 20 kN/m 40 KN 2m ↓↓↓↓ R₁ 7m 10 kN/m + R₂ 3m

A: Shear force : Clockwise positive Anticlockwise negative Bending moment : Clockwise negative…

Q: Draw the complete shear and moment diagram (with degree of the curve present) of the beam below:…

Q: The tension in the supporting cable BC equals 900 N. 1. Express the 900 N tension in cable BC as a…

Q: unit across a 12-m. Determine the maximum shear in kN.

Q: The resultant of the four belt tensions and a couple C = 450 N-m CCW and a force R = 700 Nacting…

A: Resultant force is given, which can be find out by summing up the horizontal forces to be equal to…

Q: P6.4. What value of 0 is associated with the minimum volume of cable material required to support…

Q: GIVEN THAT THE GATE WIDTH IS 5M. SOLVE FOR: W. S. A) TOTAL FORCE ACTING ON THE CURVE 30° B) LOCATION…

Q: Draw the shear and moment curves for each mem- ber of the frame in Figure P5.24. Sketch the…

A: Solution: Draw the Free Body Diagram Calculate length of member BC using pythagoras…

Q: Use the graphical method to construct the bending-moment diagram and identify the magnitude of the…

Q: Q.1) For the pin connected frame, determine the horizontal and vertical components of the pin…

Q: The arch shown in Figure P6.21 has a pin sup- port at A and a roller at C. A tension rod connects A…

A: Draw the free body diagram.

Q: For the beam and loading shown, (a) write the equations of the shear and bending-moment curves, (b)…

Q: The cables in Figure P6.7 have been dimensioned so that a 3-kip tension force develops in each…

A: Jacking force is the force applied by a hydraulic jacking system for the purpose of installing it.…

Q: 1. Solve for the reactions, draw the shear and moment diagram, indicate the degree of the curve and…

Q: Consider the object shown. Suppose that P = 390 N . Follow the sign convention. A) Determine the…

A: P=390N

Q: A1. A three hinged arch 60 m span has supports at unequal level as shown in the Figure. if the…

A: In 3 hinged parabolic arch, the equation of parabolic curve can be used to determine value of L as…

Q: Draw the shear diagram, moment diagram, and elastic curve of the loaded structure. 90 kN B 25 kN/m…

A: Draw the free body diagram.

Q: The mass of the block and thus the total downward pull of gravity are the same on slopes with angles…

A: Ans: True Explanation: given in step 2

Q: 9. What is the magnitude of the maximum shear at point C in KN?

A: We will draw shear diagram.

Q: Some jerk uses turnbuckle T on cable DE to adjust the position of roller D. Adjustment is necessary…

A: Draw the free body diagram.

Q: a. Present the shear and moment diagram of the given beam, make sure you identify the type of curve…

Q: If the vertical reaction produced at A is 6.65 kN. Obtain the magnitude of P and derive the shear…

A: Draw the free body diagram. Taking moment about support B,

Q: kN, F2 0 and F4 = 35 kN. a. If F3 = 25 kN and 0 = 15°, determine the magnitude and direction of the…

Q: 2-23. Two forces act on the screw eye. If F-600 N, determine the magnitude of the resultant force…

A: Given the screw eye acted upon by two forces of magnitude 500N and 600N respectively. Force 500N is…

Q: What is the internal bending moment at point B (including the sign based on the sign convention for…

Q: F7-4. Determine the normal force, shear force, and moment at point C. |12 kN 9 kN/m |C -1.5 m-1.5 m…

A: F7-4. Draw the free-body diagram of the given beam. Write the equilibrium equation for the sum of…

Q: P (kN) 2P (kN) P (kN) 2m 2m 2m 2m

Q: P6.17. For the parabolic arch in Figure P6.17, plot the variation of the thrust T at support A for…

A: Given w= 6kips/ft

Q: What is the Maximum moment in kN-m. Given: w = 42, a = 4, b = 4, and c = 3. %3D %3D w kN/m am b m Rp…

Q: due to the series of four moving concentrated loads shownin 5.11: Determine the absolute maximum sh…

Q: Determine the resultant of the two tensile forces at B if the tension in cable BC = 1350 N and the…

A: Given, Tension force in cable BC, say F1 = 1350 N Tension force in cable BD, say F2 = 950 N To…

Q: 2 kN 50 mm 5 kN• m D 80 mm B C 1.0 m -1.0 m 1.0 m FIG. P5.12

Q: Draw the shear diagram, moment diagram, and elastic curve of the loaded structure. 90 kN C - B 25…

A: Given data in question Point load = 90 kN UDL = 25 kN/m Span length To find out Shear diagram…

Q: What is the Maximum moment in kN-m. Given: w1 = 46, w2 = 17, a = 3, b = 4, and c %3D 3.

Q: Draw the normal force, shear force and moment diagram of the structure AB=3m and BC=4m

A: The free body diagram of the truss is drawn below: here, Ax: Reaction at A in horizontal direction…

Q: For the portion of the curve labelled C, what best explains the effect on the amount of force…

Q: What is the Maximum moment in kN-m. Given: w = 43, a = 5, b = 3, and c = 1. %3D kN/m

A: Given. Load =43 kN/m Span of the beam AB is 5 m, BC is 3 m and span CD is 1 m,

Q: Problem 3: Support A is pin connected while support B is roller. reactions at A and B if the slope…

Q: Determine the reactions at A and C if P = 80kN and 0 = 50 %3D %3D 2m 5m 3m 6m P. B.

Question

FIGURE 1.
40 kN
40 kN/m
20 kN/m
A,
E
F
2 m
1 m
4 m
2 m
R,
R2

What is the moment value at B?
-72 KN-m
-40 KN-m
-20 KN-m
-80 KN-m
What is the value of x, the additional point of zero shear from C?
3.0 m
1.6 m
2.67 m
2.4 m
What is the degree of curve in the shear diagram at segment AB?
First Degree
Zero
Second Degree
Third Degree

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step 5

Step by step

Solved in 5 steps with 4 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

For the given properties of the beam below, determine the safest wy that the beam will carry. bf = 850mm bw = 400mm tf = 100mm d = 400mm d' = 100mm fc' = 32MPa fy: 400MPa As = 8-32mm bars The answer is kN/m = 1m A Pu = 20 KN 3Pu Wu 5m 0.50 Pu ff ym 1B3 d bf As + bw-t + 1 tf 1
Fill in the blanks: For the given properties of the beam below, determine the safest wy that the beam will carry. bf = 850mm bw = 400mm tf = 100mm d = 400mm d' = 100mm fc' = 32MPA fy = 400MPA As = 8-32mm bars %3D The answer is kN/m Pu = 20 KN bf 3Pu O-50 Pu 1m As A 13 + bw + CS Scanned with CamScanner
For the given properties of the beam below, determine the safest wu that the beam will carry. bf = 850mm bw = 400mm tf = 100mm %3D d = 400mm d' = 100mm fc' = 34MPA fy = 400MPA As = 8-32mm bars %3D The answer is kN/m Pu bf キ 50 KN (Factore d) load Wu As t. A 5m + bw +
a = 1 m b = 5 m c = 6 m d=1m e = 3 m P₁ = 34 kPa P₂ = 46 kPa P3 = 57 kPa P4 = 26 kPa P5 = 6 kPa (kN \m². (kN m² kN P6 = 117 kPa kN - 1m² kNy \m² kN P₁ P4 a 4. Ry= 5. R= P₂ b P6 KN KN KN B P5 P₂ The L-shaped retaining wall shown retains soil on the right side and water on the left side is to be analyzed. Fluid pressure is shown with bottom pressure equal to P₁ acting on the left side of the wall. Soil pressure is also shown with bottom pressures P2 and P3, acting on the right sides of the wall. Trapezoidal uplift pressure due to seepage is acting at the bottom of the wall with pressure P4 on the side of the water (on point A) and Ps on point B. The horizontal part of the wall is also subjected to the weight of the soil above it with magnitude P6. The wall is made of concrete with unit weight 23.5 kN/m³. Assume 1 meter width for the analysis and include the self-weight of the structure. P3 Calculate the magnitude and location of the resultant of uplift pressure. 1. Magnitude = kN 2.…
Given: H 8kips K, ZK. 1- 20° R₁ RIGID Find: R K₂ 777 R₂ 20¹ K₁ = K₁₂ = K₂ = 1 KIP/in , R₂, Rs K3 R3
Determine the design strength of a T- Beam given the following data: bf = 700 mm bw = 300 mm hf = 100 mm d = 500 mm %3D fe' = 21 MPa fy = 414 MPa As: 5- 20 mm dia.
1) Calculate maximum deflection of the beams. 2) Check the suitability of the section assuming the code limitation of L/240. 3) If maximum deflection doesn't meet the code requirement, propose your solution. 1 UKB 457 x 152x82 Steel: Section properties: I=366,000,000 mm². E=2*(10)³ N/mm² A 4m 200kN 2m Please use this formula below, thank you фи k-c: W *a* ·b- a≤ b, c=√√b(L+a) K-c→B Wac³ 3LEI (at position c)
Convert the properties of your assigned AASHTO I-beams to Sl units. B1 BI Assigned AASHTO I-beam Туре 1 Туре 2 Group No. D2 1 D3 D2 2 D4 B3 B4 B5 Туре 3 Туре 4 Туре 5 Туре 6 B3 B4 4 DI B6 B6 D5 D6 DS Туре 1 Туре 2 8 B2 D6 Туре 1-IV Dimensions (inches) Type V-VI Туре D1 D2 D3 D4 D5 D6 B1 B2 B3 B4 B5 B6 28 4 3 5 5 12 16 6 3 5 II 36 3 6 6 12 18 6 3 6 III 45 4.5 7.5 7 16 22 7 4.5 7.5 IV 54 8. 6 8. 20 26 8 6. 9 V 63 4 10 8. 42 28 8 4 13 10 VI 72 5 3 4 10 8 42 28 8 4 13 10 Properties: Area in.? Inertia Ybottom in. Weight kip/ft Туре in. 276 12.59 22,750 0.287 II 369 15.83 50,980 0.384 III 560 20.27 125,390 0.583 IV 789 24.73 260,730 0.822 V 1,013 31.96 521,180 1.055 VI 1,085 36.38 733,320 1.13 67
A= 63.04 cM², bF = 100 wm, tF = IS-3 wm For ISMC 400 tw = 8.6 mm, Ixx = 15123.4 cm4 For ISA 1asx75X 10 Iyy e 8t-6 an, Crr = 4.04 cm Ivy = s06.3 cnt, cuy = 243 cM ISA 125X TSX10 A = 19.02 Cu? Ixx = 300. 3 CM", Cy y = 1. 76 cm ISMC 400 For the builtup section shown in the figure, provided are the details of the individual structural properties. Find: [ Select ] The x bar from the bottom of the overall figure [ Select] the centroidal MOI lyy
SITUATION 1 Built-up column 10m long consists of W350X90 with two plates welded to form a box section with respect to x axis. The column is fixed at the bottom and pin-connected at the top, y-axis is braced at mid height. A = 11,540mm² y = 2.66 × 10ºmm* ly = 0.44 × 10°mm* b, = 250mm tw = 10mm ty = 16mm F, = 248 MPa a. Compute the effective slenderness ratio with respect to x-axis b. Compute the effective slenderness ratio with respect to y-axis c. Compute the Factor of Safety d. Compute the allowable stre ss e. Compute the load capacity of the column
A rectangular steel block 250 mmx100 mmx80mm is subjected to axial loads as follows. 480 kN (tensile in direction of its length) 900 kN (tensile on 250mm x 80 mm faces) 1000kN (comp. on 250mm x100mm faces) taking E=200 GN/m2 and 1/m=0.25 find a). Change in dimensions (height, width and length) b). Change in volume of the block c). Volumetric Strain c). Values of N and K (Module of Rigidity and Bulk Modulus) for material of the block. d). Determine the volume difference if the temperature of block increased by 20K. (Take alpha steel = 11.7 x 10-6 / 0C ) e). Discuss the behavioral characteristic for given application Comparing the impact from given mechanical loadings and thermal loadings to the block.
The loads on a bcam section are shown in the figure bclow. Determine whether the beam is adequate to support the loads. f =24 MPa and f, = 420 MPa. *300 mm- L= 60 kN D =13 kN/m. (excluding weight) 4-D25 5 m 0000 - unu 00S 425 mm