HELP! olm2Wb1No. Location Magnitude1 3 m10 N6 m20 N9 m30 N3CANTILVER BEAM DEFLECTION CALCULATORSwww.amesweb.infoNo. Location Magnitude15 m210 m200 N*m100 N*mb5Param.INPUT LOADING TO CANTILEVER BEAMDistance xCantilever Beam with MultiplePoint/Distributed Loads and MomentsNo. Start Location Magnitude End Location Magnitude17 m10 N/m10 m212 m10 N/m15 mStructural Beam Length [L]Modulus of Elasticity [E]CONCENTRATED MOMENTSSecond moment of area [1]POINT LOADSDISTRIBUTED LOADSSTRUCTURAL BEAM PROPERTIES50 N/m10 N/mDistance from neutral axis to extreme fibers [c]20108060200ValuemGPa ✓mmcm^4 v Using the bending moment diagram, what is the moment at x=16? approximately-800-1400-750-1000-1500Nm

Answered: Image /qna-images/answer/64376ae3-d449-4949-901b-ca633a967b3e.jpg

Wb1 CANTILVER BEAM DEFLECTION CALCULATORS www.amesweb.info No. Location Magnitude 1 3 m 10 N 2 6 m 20 N 3 9 m 30 N No. Location Magnitude 1 5 m 200 N*m 2 10 m 100 N*m Param. Cantilever Beam with Multiple Point/Distributed Loads and Moments INPUT LOADING TO CANTILEVER BEAM Distance x No. Start Location Magnitude End Location Magnitude 1 7m 10 N/m 10 m 50 N/m 2 12 m 10 N/m 15 m 10 N/m Structural Beam Length [L] Modulus of Elasticity [E] POINT LOADS CONCENTRATED MOMENTS STRUCTURAL BEAM PROPERTIES DISTRIBUTED LOADS Second moment of area [1] ** Distance from neutral axis to extreme fibers [c] 20 10 80 60 200 Value m V GPa ✓ mm v cm^4

Wb1 CANTILVER BEAM DEFLECTION CALCULATORS www.amesweb.info No. Location Magnitude 1 3 m 10 N 2 6 m 20 N 3 9 m 30 N No. Location Magnitude 1 5 m 200 Nm 2 10 m 100 Nm Param. Cantilever Beam with Multiple Point/Distributed Loads and Moments INPUT LOADING TO CANTILEVER BEAM Distance x No. Start Location Magnitude End Location Magnitude 1 7m 10 N/m 10 m 50 N/m 2 12 m 10 N/m 15 m 10 N/m Structural Beam Length [L] Modulus of Elasticity [E] POINT LOADS CONCENTRATED MOMENTS STRUCTURAL BEAM PROPERTIES DISTRIBUTED LOADS Second moment of area [1] ** Distance from neutral axis to extreme fibers [c] 20 10 80 60 200 Value m V GPa ✓ mm v cm^4

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A MarketV X bg Isaac Fra X com/course.html?courseld=172779808OpenVellumHMAC=83742633e6e9579bef30313512e3229e#10001 身口 M Review Part A A paper tube is formed by rolling a cardboard strip in a spiral and then gluing the edges together as shown in (Figure 1). The paper is 1.0 mm thick and the tube has an outer diameter of 100 mm. Determine the shear stress acting along the seam, which is at 50° from the horizontal, when the tube is subjected to an axial compressive force of 200 N. Express your answer to three significant figures and include appropriate units. HA Tz'y = Value Units Submit Request Answer Figure 1 of 1 < Return to Assignment Provide Feedback 40° 200 N 200 N 100 mm P Pearson 11:05 F Copyright © 2022 Pearson Education Inc. All rights reserved. | Terms of Use | Privacy Policy I Permissions | Contact Us | 5/5/20 58°F Mostly cloudy
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