Answered: c) What is q3 in the panel with cutout…

c) What is q3 in the panel with cutout shown below if the average shear flow on it is 25000 N/m? A. 27.55 N/mm B. 28.95 N/mm C. 23.61 N/mm D. 35.73 N/mm 0.9 m 0.3 m 1.2 m 0.9 m 3 m 0.5 m 3 m 3.5m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: use virtual work method to determine horizontal and vertical components of the deflection at joint B…

Q: 4.144 The tube shown has a uniform wall thickness of 12 mm. For the loading given, determine (a) the…

Q: Tutorial 4- Chapter 4 Internal Redundant The steel truss subjected to horizontal force.2kN at C.…

Q: 13 SOLVE FOR Ma, MB, Mc, Md and Me USING CANTILEVER 12 KN TP 3m 16x16³ cm² 10 kN K 3m 26x103 GKN j…

Q: Calculate the difference in critical depth (in cm) corresponding to a discharge of 6.0 m³/s in a)…

A: Given Discharge, Q = 6 m3/sec Rectangular channel width, B = 3 m Critical depth=?

Q: A soil sample has void ratio 0.82. The specific gravity of solids is 2.65. If the soil is 50%…

A: Given data :- A soil sample void ratio = e = 0.82 specific gravity of solid = G = 2.65 Degree of…

Q: Determine the location of the shear center for the following section. Determine the shear stress at…

A: Data Given: h1= 25mm h = 100mm b = 50mm Thickness = 4mm V = 20 kN Asked: Determine the location of…

Q: The moist weight of 0.2 ft³ of a soil is 23 lb. The moisture content and the specific gravity of…

A: Given data, Moist weight of soil,W = 23lb Volume= V= 0.2ft³ Moisture content = w= 11% Specific…

Q: 4. Calculate the maximum value of load P that will cause bending stress of 20 MPa in the beam below.…

Q: A wooden beam is fabricated from three boards, which are fastened together with screws, as shown.…

A: An object's bending stress is its normal stress when subjected to external loads at any…

Q: 3. An HSS 6 x 4 x 5/16 braced section (46 ksi steel) shown in Figure below is applied by a dead load…

Q: A trickling filter plant treats 1500 m³/day of sewage with a BOD, of 220 mg/l and a suspended solid…

Q: An object weighing 100 N in the air was found to weight 75 N when fully submerged in water. The…

A: Given: Weight of object in air, W = 100 N Weight of object in water = 75 N

Q: draw the shear and moment diagram for the following beams shown. use area method. answer in complete…

Q: 1. Determine the value ΔΕ. at each point according to the notes that are under the foundation site…

A: The foundation is a critical stage of building construction; it is the lowest part of the building…

Q: 6.0 PROBLEMS Example 2 An asphalt concrete mixture includes 94% aggregate by total weight. The…

Q: A water treatment plant has a sedimentation basin of depth 3 m, width 5 m, and length 40 m. The…

A: Given data- A water-treatment plant- Depth of sedimentation basin h = 3 m, Width b=5 m, Length L=40…

Q: For the state of stress shown in the below figure, normal stress acting on the plane of maximum…

A: Given data- The state of stress is given- σx=100 MPaσy=-50 MPa To Find- The value of the normal…

Q: Let strain rosette shown in figure computed the values of strains at the built in end and in NA of…

Q: Assume the sections have cracked and use the transformed-area method to compute their flexural…

A: Given:- The area of steel reinforcement provided = 4-20 mm The magnitude of the moment = 90 kN-m…

Q: Problem 24.16 It has been observed that the yield strength of the material of a component is…

A: we have to determine the reliability used in designing the component .

Q: 1. For cantilever beam presented in Figure, calculate the reactions at the fixed support under the…

A: we have to calculate the reactions at the fixed support under the applied load .

Q: Determine the spiral angle at the end point of SC for an 80m spiral having a central curve radius of…

Q: While grading a terrace, the existing 101, 102, and 103 foot contours are drawn so that the 101…

A: Contours are the imaginary lines of equal elevation drawn for a surface profile to determine the…

Q: The wood in the image below is ... O a. through sawn O b. cant sawn O c. quarter sawn O d. flat sawn

A: Quarter sawn is a method of sawing a log into lumber that results in a unique and desirable grain…

Q: 8) a. Determine the gage pressure at point A in fig. 3.37. b. If the barometric pressure is 737 mm…

Q: As per the Indian standard soil classification system, a soil sample of silty clay with liquid limit…

Q: Situation C. A cantilever beam 5 m long carries a concentrated load P at 3.75 m from the fixed end.…

A: We have to determine a) Deflection under the load P b) Maximum beam deflection c) upward force…

Q: Draw a clover leaf interchange that uses arrows to indicate all the traffic movements

A: This question is related to the Traffic engineering and design from Civil Engineering. In this…

Q: Given the three orthogonal projections, identify the dihedral and draw the corresponding perspective…

A: Given data:- The three orthogonal projections are shown,

Q: Concrete is required for a foundation located below ground where no substantial freezing and thawing…

A: Given:- The 28-day compressive strength (f'c) = 4000 psi The slump size = 2 in The maximum…

Q: Determine the forces in members BE and CE of the loaded truss. The forces are positive if in…

Q: SITUATION II. The offset distance from point A on a simple curve to P on the tangent line passing…

Q: (i) A trickling filter plant treats 1500 m³/day of sewage with a BOD, of 220 mg/l and a suspended…

A: Given Discharge,Q= 1500 m3 /d BOD5 = 220 mg/l

Q: 0.) A closed cylinder 0.90 m in diameter and 0.80 m high is filled with water. Assuming the metal of…

A: Given data: Diameter of cylinder, Do=0.90 m Height of cylinder, H=0.80 m Thickness of cylinder, t=5…

Q: Test data on the bending strength of construction wood poles of various diameter are presented below…

A: Given:- Distance (in) 1.4 1.2 8.4 1.6 5.7 Strength (kips) 100 200 300 400 500 To find:-…

Q: draw the shear and moment diagram for the following beams shown. use area method. Please answer in…

Q: 7. Calculate the force in the tie rod BC and the reaction at the pinned support at A for the rigid…

Q: Draw the shear and moment diagrams of each of the following loaded beams and report the maximum…

Q: Calculate the error (mm) in the linear measurement of offset, if the length of the offset is 80 m,…

A: Given values, The length of the offset is 80 m. The accuracy in the measurement of the length is 1…

Q: The plan area of a reservoir is 1 km². The water level in the reservoir is observed to decline by 20…

Q: A 40-mm diameter by 3.5-m long steel rod (1) is stress free after being attached to rigid supports…

Q: 5.6.9 Determine the required head for a flow of 3.0 m³/s over a broad-crested weir 1.5 m high and 3…

A: Data given Q = 3 m3/s Cw = 1.67 B = 3 m Find: head of flow

Q: the internal normal force (in kN) and bending moment (in kN.m) at point D of the two-member frame.

Q: A vertical parabolic curve has its PVI at station 18 + 50 and elevation 97.52. The grade of the back…

A: Given:- The stationing of point PVI = 18+50 The elevation of point PVI = 97.52 ft The grade of back…

Q: Due to architectural requirements, a column in a non-sway frame is of T-section as shown in the…

A: Following are the given data. As1=6-25 mm diameter bars As2=4-25 mm diameter bars h1=250 mm h2=450…

Q: Draw the shear and moment diagrams for the beam.

A: Given data:

Q: Let strain rosette shown in figure computed the values of strains at the built in end and in NA of…

Q: * Calculate all of the latitudes and departures for all courses * 2) Calculate all of the…

A: ###Open traverse ## 1-Determination of Latitude and Departure 2-Coordinates of all points A to G 3-…

Q: Calculate the equivalent radius of the contact area of tires considering the wheel load is 60 kN.…

A: Given Wheel load = 60 KN Thickness of pavement= 160mm

Concept explainers

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

c) What is q3 in the panel with cutout shown below if the average shear flow on it is 25000 N/m?
A. 27.55 N/mm
B. 28.95 N/mm
C. 23.61 N/mm
D. 35.73 N/mm
0.9 m
0.3 m-
1.2 m
0.9 m
3 m
0.5 m
3 m
3.5m

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1 : Data

Step 2

Step 3

Step 4

Step 5

Trending now

This is a popular solution!

Step by step

Solved in 5 steps with 8 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

Question 3 Determine the vertical support reaction at point A. Not yet 40 N answered 30 N 200 N m Marked out of 10.00 P Flag question 3m 50 N Select one: O a. -56.67 N O b. 156.67 N O C.-200 N O d. 124.33 N
Refer to the beam shown. 75 kN/m A 2m For the beam shown, what is the value of BBA in terms of El Select the correct response: 5490 kN.m²/El 5220 kN m²/El 1977 kN.m²/El 4m 2860 kN m²/El 90 kN.m 0 60 kNum www Bm D
Determine velocity and the residual pressure at the demand center. Assume f=0.029. %3D DQ- 0.75 m/min El. 1167 El. 1250 4) El. 1207 EL 1185 R 150 m A 200 m 250 m 200 mm 200 mm 75 mm Q 0.25 m/min El. 1177 El. 1192 BQ-1m/min 75 mm
A.) 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
21. An aluminum tube with the cross section shown has a constant wall thickness of 2 mm. A torque T = 400 N·m is applied to the tube. Use G= 28 GPa 20 mm 21. What is the area of the tube? a. 957.08mm2 Ob. 968.09mm2 Oc.966.08mm2 O d. 977.08mm2 40 mm 40 mm 10 mm
E C +ve +ve positive deflections 25 kN E-250 Gpa A-350 mm² 4m The horizontal displacement of joint B B due to external loading is: Select one: CA. 311,100/EA mm CB. Zero C. 200,000/EA mm CD. 100,000/EA mm O B
PROBLEM 1: A rectangular block on Figure SRB 003 is subjected to a multiple forces and a couple. Calculate the following: a) The resultant of force at point A. b) The moment about x-axis. c) The moment about y-axis. d) The moment about z-axis. 20 kN A 35 kN-m q 1m 1m Figure SRB 003 1m 40 kN 3m 1m -y
b. Situation 15: ockwise) 3,132/EI rad (clockwise) A non-prismatic beam is loaded as shown in the figure. The value of Pis 120 kN. a. b. AE 1 1.50 m 1. b. B 21 1.50 m P 303.75/El m (downward) 291.38/El m (downward) C Which of the following most nearly gives the value of the constant term in the deflection equation for segment BD? -371.25 33.75 21 1.50 m 291.38/EI m (downward) 219.38/El m (downward) b. d. Which of the following most nearly gives the deflection at B? D 1.50 m d. 371.25 33.75 d. Which of the following most nearly gives the deflection at C? 219.38/El m (downward) 330.75/El m (downward) 303.75/El m (downward) 330.75/El m (downward)
Q1/ A small cart is being pulled along a smooth horizontal floor by a force vector (F) as shown in Figure. Find: F = 3V3 i+3j a- Magnitude of force (F) b- Angle (0) c- Effectiveness force moving the cart forward Ans./ a- 6 b- 30 with x - axis c- 3/3
1. Complete the set of differential level and the arithmetic check. B ТР, III II BM TP3 IV ТР, H-44.889 m Point No. Rod readings h/m Reduced Backsight Foresight Rise Fall elevation/m A ТР TP2 TP3 Σ B. 1.464 1.879
Question 6 of 15 |||
2) Given the cross sectional area below. The horizontal neutral axis is 129.0mm from reference corner 1. The moment of inertia around this neutral axis is 1073352100.6mm. 30mm 2 30mm 30mm 3 300mm. F 100mm- -200mm- 300mm 100mm - -200mm. 400mm 5 50mm a) Draw the shear stress distribution of the section if there is a shear force on the section of 10KN. b) What percentage of the shear force is carried by the cross section between 2 and 3?