Ag= 2700mm2 Q1.Determine the net area of angle given in figure 2.10, if 20mm diameter fastener are used. L 152*102*11.1. Use all Paths for calculating area. G1-70 G2-65 11.14 75 75

Ag= 2700mm2 Q1.Determine the net area of angle given in figure 2.10, if 20mm diameter fastener are used. L 15210211.1. Use all Paths for calculating area. G1-70 G2-65 11.14 75 75

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: Determine the distance from the upper surface of the symmetric double-T beam cross section to the…

A: Given:- To find:- Distance H from the upper surface Concept:- Location of centroid of the section…

Q: W d OD g FA FB NOTE: angles c, d, f, g, are not drawn to scale X

A: Given FA = 185 lb FB = 189 lb Angles C = 7° D = 21° F = 9° G = 11°

Q: A W C L/2- Use the following values for the problem: w = 143 kN/m L = 5.4 m E = 60 GPa I= 256 x 10^6…

Q: 2.0 m P₁ = 45 KN W₁ = 44.24 kN/m 3.0 m a. b. 3-200 6-200 350mm by 400mm f'c-35 MPa fy=415 MPa Ps= 10…

Q: 5.15 A beam in bending has the cross section of an L3 × 2 × 0.25 in unequal leg steel angle. A…

A: We have to find the value of location and magintute of maximum tensile and compressive bending…

Q: 152*102*11.1. Use

A: we have to find the net area

Q: the figure is supported by the steel rod AC of cross-sectional area 0.25 in?. Find the vertical…

Q: 1 of 1 ( v₁(x1), V₂(x₂) = Submit Request Answer Part B What is the slope at C and displacement at B?…

Q: Calculate the depth of the neutral axis of the section in PART B in mm.0

A: Given,

Q: Determine the distance y to the centroid of the beam's cross-sectional area. Set a = 70 mm , b = 240…

Q: Q1: Two forces act on the hook shown in figure. Determine the magnitude and direction of the…

A: The vector is the quantity that has both the magnitude and direction in the system. When two forces…

Q: Q R S LU M H. `A E F G H P1 P1 P2 P2 P2 P1 L2 L2

Q: Two cables AB and AC are acting on the pole with forces FAB=540N and FAC=560N with parameters…

Q: View Policies Current Attempt in Progress Calculate the magnitude of the force acting on the pin at…

Q: Part A Determine the distance ī to the centroid of the beam's cross-sectional area. Set a = 70 mm ,…

Q: Consider the beam shown in Egure 1) Take E-29(10) kxi. I-120 in Figure 100 10A 30 100 1001 Part B…

Q: Determine the second moment of area (lyy) the about the centroidal y-axis for the solid homogeneous…

A: Given data in question Width of beam 12.75 mm Depth of beam 32.39 mm To find out 2nd moment of…

Q: Q2/ for figure below, if df /dy = 0. Find y in the term of s, p, and pe Fixed plate (S-y) ul. FI S…

A: Viscosity if the resistance imparted by fluid to a change in its shape or on any moving object.For…

Q: 8. A horizontal beam of unit length under load w(x) satisfies the system: y" = M, M" = w(x), x = (0,…

Q: Three steel rods, each having a cross-sectional area of 500 mm2, are assembled in a symmetrical…

Q: A uniform bar weighs 10 kN, carries is suspended Compute its 16. Refer to figure 7. vertically from…

A: statement of the hooks law- in a homogeneous isotropic elastic material under uniaxial loading and…

Q: Compute the coordinates of the centroid (,) of the area shown. Also compute the area moment of…

A: Given To find The coordinate of the centroid is The y coordinate of the centroid is The moment of…

Q: Let T = Tension on the left T= Tension on the right 6 = angle of contact in radians e = natural base…

Q: A cylinder with a weight of 800 lb is held in equilibrium by three ropes. The hooks are arranged in…

Q: Given the data as shown in the figure, determine the (a) maximum torque Tmax (N-mm) that maybe…

A: The diameter of bar,d=10mmThe length of bar, L=200mmThe modulus of rigidity, G=80GPa =80·103Nmm2The…

Q: Determine the force in each member of the loaded truss. forces are positive if in tension, negative…

A: Determine the force in each member of the loaded truss. Discuss the effects of varying the angle of…

Q: For the section shown: 520 320 75 100 a. Determine the elastic section modulus in

Q: Bar ABCD is rigid and rotates freely about B. Determine the vertical displacement of point D given…

Q: Solve " Example 5 - Head and One-dimensional Flow II" but assuming that line AE has a downward slope…

A: Given data: Area=10 cm2 Given scale=2H:1V length of St. line=10m Required length=11.18m

Q: R W Problem Statement: The cantilevered round bar in the figure with diameter d = 25 mm, is made…

A: Given:- Fx=Fy=0 Fz=1400N diameter of rod d=25 mm a=500 mm,…

Q: Locate the centroid y of the beam's cross-sectional area. Take a = 45 mm (Figure 1) Express your…

A: Find centroid :y=A1y1+2A2y2A1+2A2

Q: The 16 x 22 x 25-mm rubber blocks shown are used in a double U shear mount to isolate the vibration…

Q: Consider the rod shown. Suppose that hℎ = 170 mm, r = 290 mm. Determine the location (x,y) of the…

A: The Centroid is the center of mass of the section of beam. It is considered as the center point of…

Q: 5. Determine the x component of the centroid of the given area. y A 2 y = x y=1.44-x B X

A: we have given equations y2 = x , y = 1.44 - x At mid of the given area, point C…

Q: ØD VP The figure (not drawn to scale) shows a metallic cylindrical column submitted to a combined…

Q: Determine the moment of inertia about the centroidal x-axis of the fabricated area shown in Figure…

Q: Calculate the deflections in B, which is in the middle of the central section, using the CONJUGATE…

Q: Shown below is the cross-section of a bridge pier. Knowing that the cross-section is symmetric and…

A: Given Data: The total width of the bridge pier is b=3.2 m. The total depth of the bridge pier is…

Q: Situation 22. For the built-up shape shown in the figure, determine: В. by = 200 mm ty = 12 mm h =…

Q: Determine the horizontal displacement of joint A. Each bar is made of A992 steel and has a…

A: The given data is: Length of bar AB = 6 ft AD = 5 ft BD = 5 ft DC = 3 ft Cross sectional Area of…

Q: 8-7. A steel plate with holes cut in it is shown below. The plate has a thickness of t=6.35mm and…

A: The thickness of the section, t = 6.35 mmDensity = 8000 kg/m3To determine the coordinates of the…

Q: The beam is supported by a pin at point A and frictionless pulley system at D. The cylinder with a…

Q: D 400 mm- 6 KN 4 kN 400 mm 400 mm H 300 mm + 300 mm

A: To find Force in member FH, GH and GI

Concept explainers

Dependence on mechanical properties

The mechanical properties of materials are those structures that include the reaction to the load used. Metal switching features determine the scope of the usefulness of the content and establish the expected service life. Machine structures are also used to help distinguish and identify material objects. The most common mechanical properties considered are strength, ductility, stiffness, impact resistance, and resilience to fractures.

Question

Ag= 2700mm2
Q1.Determine the net area of angle given in
figure 2.10, if 20mm diameter fastener are
used. L 152*102*11.1. Use all Paths for
calculating area.
G1-70
G2=65
11.14
75
75
75

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: Introduction

VIEW

Step 2: Net area of angle

VIEW

Step by step

Solved in 2 steps

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 beam and loading shown, determine the slope at point B in radian. The equation of elastic curve are wr? wa3 the following: Ely = " (3L – 4x), Ely= "(L- x) E = 200 GPa, I = 1660 x 10^6 mm^4 Let w = 141kN/m, L = 14m Answer in three decimal places C В L L/2-
GIVEN: Bars A and C are made of steel and bar B is made of brass. Each bar has a cross-sectional area of 4 in? Esteel = 30 x 10° ksi Ebrass = 15 x 10³ ksi REQ'D: The force in the brass bars and the forces in the steel bars when P = 10 kips Lo003 in.gap 18 in. steel sleel Ass
Calculate the beam deflection at point C. Negative if deflection is below the x-axis and positive if above. Assume that E = 29,000 ksi and / = 836 in.4 are constant. Answer in inches rounded-off to 3 decimal places 45 kips 4 kips/ft 8 ft B 11 ft 11 ft X
Consider the following beam with overhangs: A B You must provide the value of X. For example, if the answer is PL³ 20-EI C O X. PL³ EI L L Calculate the deflection at A (the end opposite of the load) and at D (under the load). Assume that both deflections are downward. The answers will be of the form L D = P enter "0.05" (1/20) in the Canvas quiz. Here are a few hints. You'll have to break up the integral over three segments (A to B, B to C, and C to D). On several spans, one of the moment diagrams will be zero. Remember that the definite integral of zero is equal to zero, i.e., f Oda 0. All the remaining integrals should involve triangles with integration factors of 1/3 and 1/6.
Situation 3. Determine the Iy and Iş of the object below if the dimension of a = 12in , b = 7in. The radius of the semicircle is R= 20in and the radius of the hollow circle is 1.5in. Note: the hollow shapes are located in the center y b a 15 in 3 in
2C. For the T-beam shown, determine the centroid of the beam and the second moment of inertia about the horizontal centroidal axis. Will the second moment of inertia about the x-axis (lx) be larger, equal to or smaller that the ly value? |Ye= Ix > ly in in 1x = ly 1 in A 3.5 in I, < ly 8 in in 8 in (Circle One) 1 in
Problem 2 For the simply supported beam shown below, determine whether the beam is cracked or un-cracked under the applied loads, use f'e = 25 MPa, if the beam is cracked calculate the bending stresses in the beam using the transformed area method. 20 KN 300 mm 4 kN/m A↓ D 3025 k 3 m 3 m 500 mm - աա St
PROBLEM 3. (30 PTS.) Use either the Portal Method or the Cantilever Method to approximate all the members' shear, moment and axial forces. Present your answer in the format presented by the SMA (for shear, moment and axial) in the figure below. 0.6P 8 M A P 3 M G D A 5 M 8m A H E B 5 M 8m A 1 F с 4m 4m P= 135kN
Incorrect. Let a = ci +j and b = 6i + 8j. Find c so that the angle between a and b is-. Round your answers to four decimal places and enter the values in increasing order. C1 = i 2.3140 C2 = i 0.1204
In (Figure 1), d₂ = 0.125 in. and dy = 0.5 in. Figure y y³ = x -dx² dy 1 of 1 X Determine the moment of inertia of the area about the x axis. Express your answer in inches to the power of four to three significant figures. IVE| ΑΣΦ | 41 | vec I₂ = Submit Provide Feedback Request Answer ? in4
4/4 Determine the smallest moment of inertia I required for the beam shown so that its maximum deflection does not exceed the limit of 1/360 of the span length (L/360). Let E = 29000ksi. You can use any method you prefer. 3 k/ft 20 ft 559 in4 956 in4 995 in 659 in4
Consider the following free-body digram of a beam. 200 N 100 N 200 N M. 100 N-m 200 N 100 N 2m 3m 3m 2m What is A,? O a. -100 N O b.-100 N.m O. 200 N d. No correct answer given