Only handwritten, No chatgpt 17.7' 12.2' 2.5 k/ft 1.2 k/ft HW #8-2 0.6 k/ft Solve for support reactions of beam AB subjected to the indicated distributed loads. A B note: loads are acting downward. 48.0'

solve, show all steps and fbd. do not provide copied answer or I will report    Do problem 12 -22 using double integration. Also find how much additional deflection is added (to the max) if we account for the beam self-weight. Find this additional deflection using the table in appendix C.     mechanics of materials chapter 12 (integration of moment)= theta, and integration of theta = v

pls give handwritten full solution and include free body diagrams and any figures needed

please help me with this question   i only have oneattempt left   thank you for helping

Required information For the beam shown, use only singularity functions. V = 50 lbf/in and V2 = 7 in. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Hinge V1 400 lbf/ |A B 4C AD 4 in 4 in 2 in V2 What is the value of the peak moment between points Cand D? The peak moment between points Cand Dis Ibf-in.

Do not provide handwritten solution,Maintain accuracy and quality in your answer,Take care of plagiarism,Answer completely,You will get up vote for sure.

1) A long span open-web steel joist with a span of 70 feet is required to support a floor. The joists are spaced at 3.5 ft apart, the dead load is 15 lb/ft² (not including the self weight), the live load is 80 lb/ft? and the live load deflection is limited to L/360 (which is that used to determine the live load limit - in red/light - based on deflection in the SJI catalogue tables and those limits must be multiplied by 1.5 if L/240 is used). Using the LRFD table provided, select the most economical joist that can be used considering the self weight. The lighter values are the limiting unfactored live load. (Note: longer spans that can support the load can also be used.)

Please help me solve for the answer, unsure how to do problem correctly so if you could walk me through step-by-step that would be appreciated. Thanks in advance.

Here questions and answers both are available I need your handwriting and also please don't copy and paste chegg answers

Required information Problem 09.034 - Fixed-fixed beam with an applied moment at the midpoint - DEPENDENT MULTI-PART PROBLEM - ASSIGN ALL PARTS Consider the beam and the loading shown. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. A Mo B Problem 09.034.b - Draw the bending moment diagram Draw the bending-moment diagram for the beam and loading shown. (Please upload your response/solution using the controls below.)