A tripod plotted in a 3-D coordinate system is supporting a downward vertical load of P = 443 kN at point A. Determine the absolute value of the internal force experienced by member AD (in kN). Z У am amp 6m 18m Sm tm

A tripod plotted in a 3-D coordinate system is supporting a downward vertical load of P = 443 kN at point A. Determine the absolute value of the internal force experienced by member AD (in kN). Z У am amp 6m 18m Sm tm

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: e using three moment equ

A: 3 Moment equation also known as Clapeyron's theorem MA * LAB+2MB * (LAB+LBC )+MC *LBC +6Aa, TOTAL *…

Q: .Draw the shear and moment diagram of the beam shown.

Q: Q2) Determine the reactions and draw the shear and bending moment diagrams for the structures shown…

A: Given: An indeterminate frame with loading Required: Reaction Shear and moment diagram using force…

Q: Q2/ Determine the resultant moment of the forces about point I F=400N 100 N D 30 A B C 45°

Q: IRN 5) Find the forces in the FH, GH and GI bars in the truss system IkN F 1kN shown in the figure.…

A: Given data in question Vertical loads Span member length We will use method of sections to solve…

Q: Determine the moment at the supports of the continuous beam shown resulted from the given loads and…

Q: Determine the deflection at point B using three-moment equation. Draw the shear and bending moment…

A: Elastic Modulus (E) = 200GPa Moment of Inertia (I) = 41.6 x 106 mm4

Q: Determine the slope at A and displacement at C. El is constant. 5 kN-m B C -1.5 m. −1.5 m

Q: need quickest solution , Don't hold for long time it would be useless,And must include free body…

A: Determine the moment about point-A and point-B.

Q: The support at A rotates 0.003 radians counterclockwise and the support at C settles by 0.8 in. Draw…

A: Consider imaginar span A'A in the left side of the fixed support A and applying three moment…

Q: A Find AA, B s' B für 3 Q Search ܣܐ 2K/₁ f Find AB, Oc Con side B-C), 8 (unside C-D). pla 4K $31…

A: To calculate support reactionsThe moment at right support = 0

Q: 3. Byusing Area MomentMethod, Determinethe deflectionatthefreeendofthebeamshown 60 kN 300 kN-m A 5 m…

Q: NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to…

A: P=545N To find tension in cable BE and BD

Q: Replace the three forces shown by an equivalent force-couple system at point A. If the forces are…

A: The equivalent moment at point A :- Taking moment about point A, M = 380×0.9-300×0.45-180×.45 M =…

Q: Figure 2 50 kN 20 kN/m A TD B 2m 2m 3m

Q: 4. Use the method of virtual work. Two rods AC and CE with the length of 21 are connected by a pin…

A: Given Data: The length of the rod AC and CE is 2l. If the frame is in equilibrium, when θ=30°. The…

Q: Could you also help me to determine the bending moment at D?

A: This question is related to the Strength of the material from Civil Engineering. This is attached…

Q: Derive the equation for the maximum moment of the beams shown. write your answers here. a) W B L/2…

A: To find maximum moment,we will find reactions at supports,Then using reactions we will draw shear…

Q: may i know why did you use the 35 kN twice and not the 70kN? also, why is the moment at A = 0?

A: To explain the reason why 35 kN is taken twice and not 70 kN, and to explain the reason why the…

Q: Solve for the resultant of the force system in the step pulley shown, with all its properties:…

A: As per the image in question,Force summation in y-directionRy = -300-500sin45° = -653.55N (↓)For…

Q: Four forces are applied to the machine component ABDE as shown. Replace these forces with an…

A: for 50N force:F = -(50N)jM = -(0.2 m *50N)k = -(10N-m)kfor 300N force:F = -(300N)iM = 0 {as force…

Q: Q1-for the Structure shown,Draw the bending moment and shearing force Diagrams: 30 kN 5KN/m 4m +3+

A: The following figure shows the Free Body Diagram of the beam.

Q: using principles of virtual work determine support reactions L12 B + L12 2W с

A: Figure is as shown

Q: Q2. Replace the loading acting on the beam with a single resultant force. Determine (a) the force…

A: Replace the loading acting on the beam with a single resultant force. Determine (a) the force…

Q: Engineering Mechanics

Q: 4. Determine completely the resultant of the con-current force system as shown. 100 Ib 150 Ib 34 30…

A: The given forces are 100lb, 150lb, 400lb, 350lb, 50lb. The force components on right side of X axis…

Q: Replace the force system by an equivalent resultant force and couple moment at point O.

A: Consider the given diagram.

Q: Determine the reactions at the supports and then draw the moment diagram.Assume A is fixed. EI is…

Q: C 4' * -A 8' 3200 lb/ft 4' 기 B

Q: Q2 All members of the truss in Figure Q2 are to be fabricated from the same stock of thin-walled,…

Q: A force system is shown consists of Couple C and four forces. If the resultant of this system is a…

Q: SOLVE FOR REACTIONS; USE AREA MOMENT-METHOD

A: Find reactions by Moment area Method

Q: Example 3 Determine the reactions for the beam shown in Fig., by the method of least work. El is…

Q: Solve using three moment equations. ASAP please. Thank you

Q: y |F1 M1 Beam 1 Beam 2 Beam 3 V. (a) (b) M 0. (e) (f) (h)

Concept explainers

British Gravitational Bg System Of Units

Measuring is the comparison of a particular physical quantity with its reference value. A unit is a fixed physical quantity. The length is a physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with. 

Question

100%

please help! 15 minutes left! upvote will be given!

STATICS OF RIGID BODIES. WRITE THE SOLUTIONS LEGIBLY.

A tripod plotted in a 3-D coordinate system is supporting a downward vertical load of P = 443 kN at point A.
Determine the absolute value of the internal force experienced by member AD (in kN).
P
크
У
D
um
amp
A
6m
8m
MMC
Sm
KEM
B
x

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 by step

Solved in 4 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

1m 4. For the coplanar force system shown, what is the equivalent force-couple at A? If a single equivalent force would act 1 m to the left of A, how far from point A should it be? (For this problem, notice the exact points in the grid where the forces are located. Use those to determine the directions of the 1m 200 N 100 N 10 N-m 100 N 80 N 80 N 50 N forces.) A 150 N
3.81 A 500-N force is applied to a bent plate as shown. Determine (a) an equivalent force-couple system at B, (b) an equivalent system formed by a vertical force at A and a force at B. A B 125 mm Fig. P3.81 500 N 300 mm 30° $75 75 mm 175 mm
Using the portal method determine the member forces in the frame shown.
Use the complementary virtual work method to determine the horizontal and vertical displacements at point p for each truss and loading
1. Discuss the difference between the experimental and computational member forces. 2. How can the location/ placement of the external load influence the value and the nature of the member force? 3. Differentiate the nature of the member forces of the bottom chord, top chord, and web member. Is there a pattern.
An extruded beam has the cross-section shown in the figure. A vertical shear force, V of 110 kN is acting at the shear center of the section. Uniform thickness is 9mm. 72 50 192 50 Use I = 22.055484 × 10° mm' Estimate the total vertical shear (kN) resisted by the web CD. A 117 B 110 C 103 D 96 The distance from the axis of the web to the shear center is most nearly equal to. A 35 mm B 20 mm 15 mm D 40 mm
Question # 3: The built-up beam is formed by welding together the thin plates of thickness 5 mm. Determine the location of the shear center O. Quest J 200 mm 200 mm 5 mim # 300mm 100mm 100mm
4.9 through 4.11 Two vertical forces are applied to a beam of the cross section shown. Determine the maximum tensile and com- pressive stresses in portion BC of the beam. 10 mm 10 mm 50 mm Fia. P4.10 50 mm 10 mm A BY 150 mm Q Search 10 kN 250 mm S C L 10 kN 150 mm CO D
Q
Activity 2. The tripod shown supports a load P = 1500 N. Compute the force in each leg of the tripod. 1500 N B 6m Am 3m 1.5m 2m z-
using principles of virtual work determine support reactions F L/2 W B + L/2 2W с
In the figure below (1st photo), find the force in member HD. (In the second photo is the clearer view of the values below)