Copy the problem and solve using the indicated method. Solve in a long bond paper with your name, studentnumber, and date on the upper right corner of the paper. Use permanent inks, black for the solutions, red forthe final answers. Avoid erasures, box your fınal answers, and show complete solutions. Write legibly. 35points if answered correctlySummative Assessment - Geometric MethodDetermine the Deflection at the midspan of AB. Use the Any Geometric Method (once for DIM,once for AMM, once for CBM)E = 200 GPa. I= 300x106 mm“. Distance are in meters. Show complete Solutions|30 kN/m18 kN-mA露4Technology Druen by (nnovntronFRU ALARANG RU LMAN U TRCHInput your answer in two decimal places. Units in millimeters. No need to write down the units. Just input thenumerical value with the sign. Example: if your final answer is 2.11mm upwards, just key-in 2.11 then if yourfinal answer is 2.11mm downwards, key-in -2.11

Answered: Image /qna-images/answer/5c6dbe48-a808-4267-b9b2-e6f83753aeb5.jpg

the problem and solve using the indicated method. Solve in a long bond paper with your nar ber, and date on the upper right corner of the paper. Use permanent inks, black for the soluti nal answers. Avoid erasures, box your final answers, and show complete solutions. Write leg s if answered correctly mmative Assessment - Geometric Method ermine the Deflection at the midspan of AB. Use the Any Geometric Method (on e for AMM, once for CBM) 200 GPa. I = 300x106 mmª. Distance are in meters. Show complete Solutions |30 kN/m 18 kN-m A OB 4 Technology Druven by (m G RU DLIMAN U TROH your answer in two decimal places. Units in millimeters. No need to write down the units.. erical value with the sign. Example: if your final answer is 2.11mm upwards, just key-in 2.11 answer is 2.11mm downwards, key-in -2.11

the problem and solve using the indicated method. Solve in a long bond paper with your nar ber, and date on the upper right corner of the paper. Use permanent inks, black for the soluti nal answers. Avoid erasures, box your final answers, and show complete solutions. Write leg s if answered correctly mmative Assessment - Geometric Method ermine the Deflection at the midspan of AB. Use the Any Geometric Method (on e for AMM, once for CBM) 200 GPa. I = 300x106 mmª. Distance are in meters. Show complete Solutions |30 kN/m 18 kN-m A OB 4 Technology Druven by (m G RU DLIMAN U TROH your answer in two decimal places. Units in millimeters. No need to write down the units.. erical value with the sign. Example: if your final answer is 2.11mm upwards, just key-in 2.11 answer is 2.11mm downwards, key-in -2.11

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

Please correct answer otherwise down vote
I need solution of both the parts
please solve using CONJUGATE BEAM METHOD
Use Geometric Method. Determine the Vertical Deflection at B. Indicate the negative sign if the answer is downward
Using double integration method, determine the maximum deflection of the beam shown. (Hint: utilize symmetry, analyze only right half of the beam.) w w В L/2 L/2
Solve q4 a and b both parts plz solve this in maximum one hour if u can't solve this u can reject in half hour so that i can't wait of your answer plz..
97. A helical spring is subjected to an axial load W and corresponding deflection in the spring is 8. Now if the mean diameter of the spring is made half of its initial diameter keeping the material, number of turns and wire cross-section same, the deflection will be
bb4
Using any of the three Geometric Methods, answer the following beam. Indicate the negative sign (-) if the answer is downward. Provide complete solutions. Write legibly. Box your final answer at the first page of your solution file. Determine the deflection at the free end. Use E= 29x10³ ksi; I = 40 in %3D 41 k/ft 15 k/ft 12 k 30 k-ft C 8 m 2 m
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.
Please solve fully with diagrams as needed and for all parts of the question. Question: Find displacement of beam at point B using Castiglianos theorem. Assume EI is constant for all
Answer in 3 decimal places. Unit - inches. Don't round off anywhere except the final answers.