600mm100mm50mm x 50mm hole500mm10mmA100mmFigure 3Show that the horizontal neutral axis is 77.56mm below B. Hence, show thatthe moment of inertia around this horizontal neutral axis is 3178942345mm4.Show the division of your area on a sketch on your answer sheet.a)(use the answers in (a) for (b), (c), (d) and (e))b)Draw the 3D normal stress distribution of the section subjected to M = -10 kN.m.Draw the shear stress distribution of the section if the section is subjected to ashear force of 10KN.c)d)What part of the shear force is carried by the flange?e)What part of the bending moment is carried by the flange

To find neutral axis and moment of inertia about horizontal axis

600mm C 100mm B 50mm x 50mm hole 500mm 10mm A 100mm Figure 3 Show that the horizontal neutral axis is 77.56mm below B. Hence, show that the moment of inertia around this horizontal neutral axis is 3178942345mm4. Show the division of your area on a sketch on your answer sheet. (use the answers in (a) for (b), (c), (d) and (e)) Draw the 3D normal stress distribution of the section subjected to M = -10 kN.m.

600mm C 100mm B 50mm x 50mm hole 500mm 10mm A 100mm Figure 3 Show that the horizontal neutral axis is 77.56mm below B. Hence, show that the moment of inertia around this horizontal neutral axis is 3178942345mm4. Show the division of your area on a sketch on your answer sheet. (use the answers in (a) for (b), (c), (d) and (e)) Draw the 3D normal stress distribution of the section subjected to M = -10 kN.m.

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

For the area shown below, find the centroid of the area in the y-direction and then calculate the moment of inertia about the centroid in the y-direction. 100-mm-diameter hole sym. 180 mm | 600 mm CL Y=? 300 mm
Provide quick solution for the given problem. Solve and box the final answer. WRITE LEGIBLY.
Please write the solutions legibly. Good feedback will be given. Use 4 decimal places.
ENGINEERING MECHANICS (UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTIONS LEGIBLY. NO LNG EXPLANATION. ANSWER IN 2 DECIMAL PLACES.) 9.12 By integration, find the moment of inertia about the y-axis for the region shown. (Ans: 23.15 × 103 mm4)
SITUATION: A steel tape with coefficient of linear expansion of 0.0000116 per °C is known to be 50 m long at 20°C. The tape was used to measure a line which was found to be 532.28 m long and when the temperature was 35°C. Zoom image Find the temperature correction for the measured line. 0.0691 0.0861 O 0.0816 0.0619
"D.80. Compute the ultimate strength capacity of the positive moment beam design below. f'c= 25.3 MPa, fy= 449.3 MPa, bf= 710 mm, t= 85 mm, hw= 400 mm, bw = 440 mm ds= 10 mm, ct= 30 mm, cb = 35 mm. Steel bar details: compression side at top (single layer): 4 - 16 mm dia. , tension side (double- layered): upper layer is 4 - 25 mm dia. and lower layer is 4 - 25 mm dia."
(19) Helping tags: Statics of rigid bodies, engineering math . . . WILL UPVOTE, just pls help me answer the question and show complete solution. Thank you!
Q1-) Fill the table according to given measurements. Present your answers in degree and minute form. N AZIMUTHS BACK AZIMUTHS BEARINGS BACK BEARINGS 70.70 A1 37.54 A2 A A3 A4 46.55 62.37 A4 3 A5 129 40
In (Figure 1), F = {80i + 96j + 48k} lb. Figure 1 ft -2 ft 3 ft 45° B 1 of 1 Part A Determine the magnitude of the moment of F about point A. Express your answer in pound-feet to three significant figures. 15] ΑΣΦ11 MA = Submit Part B α, B, y = Submit Request Answer Provide Feedback Determine the coordinate direction angles of the moment of F about point A. Express your answers in degrees to three significant figures separated by commas. vec U/ ΨΕ ΑΣΦ ↓↑ vec Request Answer ? lb. ft ? Next >
SITUATION: A steel tape with coefficient of linear expansion of 0.0000116 per °C is known to be 50 m long at 20°C. The tape was used to measure a line which was found to be 532.28 m long and when the temperature was 35°C. Zoom image Find the correct length of the line. O532.62 532.29 532.86 532.37
Calculate the absolute value of the horizontal displacement of joint B of the truss shown below. Answer is in two decimal places, units in mm. No need to input the units. Just input the numerical value of your answer. USE VIRTUAL WORK METHOD. 100 kN 30 kN 2AE 2AE A 30 deg 4AE 60 deg. 5m 20mm E = 205 GPa A = 20mm
Please help me solve the figure using Virtual Work Method