**Problem Statement:**The cantilevered round bar in the figure with diameter \( d = 25 \, \text{mm} \), is made from SAE 1020 CD steel. Dimensions are \( a = 500 \, \text{mm} \), \( b = 250 \, \text{mm} \), \( c = 125 \, \text{mm} \). The coordinates of point A are: \( x = 0 \), \( y = d/2 \), \( z = 0 \); and point D: \( x = 0 \), \( y = 0 \), \( z = -d/2 \). The loads are: \( F_x = 0 \, \text{N} \), \( F_y = 0 \), \( F_z = 1400 \, \text{N} \). Do not neglect any stress (due to bending, torque, or shear force) unless the calculation says it is zero.Calculate:- The bending stress \(\sigma_x^D\) at point D.- The shear stress \(\tau^A\) at point A.Answer tolerance = 2 percent. Be sure to include units and the correct sign with your answer.**Your Answers:**\[\sigma_x^D = \, \square\]\[\tau^A = \, \square\]**Figure Explanation:**The diagram depicts a cantilevered round bar anchored into a wall on the left end, with a force applied at the right end. The force \( F_z \) acts downward. The length dimensions from the wall to the force application point are marked as \( a \), \( b \), and \( c \) respectively, describing the segments of the bar. The bar carries a web width \( w \), thickness \( t \), and a point of reference on the round area is labeled \( R \).The axes system is denoted with \( x \)-axis running along the length of the bar, \( y \)-axis running vertically, and \( z \)-axis extending perpendicularly. The connection point to the wall is labeled as \( O \) with several divisions marked \( A \), \( B \), and \( D \) near the connection.

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

R W Problem Statement: The cantilevered round bar in the figure with diameter d = 25 mm, is made from SAE 1020 CD steel. Dimensions are a = 500 mm, b = 250 mm, c = 125 mm. The coordinates of point A are: x = 0, y = d/2, z = 0; and point D: x = 0, y = 0, z = -d/2. The loads are: F = 0 N, Fy = 0, F₂ = 1400. Do not neglect any stress (due to bending, torque, or shear force) unless the calculation says it is zero.

R W Problem Statement: The cantilevered round bar in the figure with diameter d = 25 mm, is made from SAE 1020 CD steel. Dimensions are a = 500 mm, b = 250 mm, c = 125 mm. The coordinates of point A are: x = 0, y = d/2, z = 0; and point D: x = 0, y = 0, z = -d/2. The loads are: F = 0 N, Fy = 0, F₂ = 1400. Do not neglect any stress (due to bending, torque, or shear force) unless the calculation says it is zero.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Design the flexural reinforcement of the cantilever beam shown below for the given loading and data. The loads shown include the self-weight. f. = 28 MPa ; fy 420 MPa Main Reinforecemnt : 020mm ; Stirrups : Øø10mm P= 70kN -1000mm W= 100 kN/m 150mm 450mm -2.0m 400mm Page 4
The beam shown is constructed by joining two pieces of wood together using screws. If the resistant shear force of each bolt is Ft , determine the maximum allowable spacing s between the bolts. "cte" means constant "ambas piezas" means both pieces "sección trasversal" means cross section.
Explain in detail
Height h=584.6 mm Flange thickness t = 11.4 mm Flange width b = 213.2 mm T What is the shear resistance of a universal beam (UB) with the following dimensions [EC3 Section 6.2 Resistance of cross sections]: Cross sectional area A = 105 cm² Web thickness tw = 7.8 mm C y-.-.-.-.-.-y Root radius r = 12.7 mm Yield strength fy = 355 N/mm² Calculate the shear resistance and give your answer to the nearest whole kN. Do not include units in your answer.
Consider the given plate and loading shown in figure (a) and (b). X 10 in. 20 in- (a) B 10 in. A Pl 4 in. 20 in.- (b) 30°
Choices: A. As'= 7 of 20mm and As=14 of 20mmB. As' = 9 of 20mm and As=18 of 20mmC. As'= 5 of 20mm and As=10 of 20mmD. As' = 3 of 20mm and As=6 of 20mm Please provide neat and clear solutions Note: please double check your answer
! Required information NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. A Howe scissors roof truss is shown. P₂ P₁ A P2 B 8 ft P₂ D E 8 ft F G 8 ft 8 ft 15.7 kips. (Compression P₂ kips. (Click to select) kips. (Click to select) ✓ H I 8 ft P₂ K 8 ft P₁ L 6 ft Determine the force in members DF, DG, and EG when P₁ = 1.2 kips and P2 = 2.4 kips. The force in DF is The force in DG is The force in EG is 4.5 ft
Given the truss shown, solve the following. Use A36 steel and assume there are two lines of three 19 mm bolts in each flange. Hole diameter is assumed to be three mm more than the bolt diameter. Neglect the weight of the section. a.What is the capacity of member CG? b. Design member CG using a W section. c. What is the tensile capacity of the section for CG based on gross area?
12 A W12x79 of A573 Grade 60 (Fy = 415 MPa) steel is used as a compression member. It is 6.8 m long, fixed at the top and bottom, and has additional support in the weak direction at mid-height. Properties of the section are as follows: A = 14,500 mm^2 Ix = 258.6 x 10^6 mm^4 Iy = 84.375 x 10^6 mm^4 Calculate the critical slenderness ratio with respect to weak axis buckling using theoretical value of k.
Please answer the question with complete solution. Thank you
Calculate the maximum shear stress in the cross section shown if the total shear load applied is 5000 lbf. The properties for the upper and lower spar caps are given below and assume the web to be effective in resisting bending stress. 0.6" 1 = 0.2 in 4 A = 0.95 in ² 5.4" web Spar cap 0.056" ΝΑ 12" (SEE HAND ANALAYSIS) Hand written asap
SOLVE THIS PROBLEM USING THE SLOPE DEFLECTION EQUATIONS: The bearing type connection show is bolted by 4 – 22 mm diameter bolts (high strength bolts). The size of the plates is 300 mm x 12 mm. Fy 248 MPa, Fn = 330 MPa and Fu = 400 MPa. Determine the following: (1) Design strength of the connection based on strength of plates. (2) Design strength of the connection based on shear strength of bolts. =0.65. (3) Design strength of connection based on bearing strength of bolts on the 12 mm plate. =0.75 12 mm P. mm O. O 300 mm 40 80