ral Theory 1st Sem AY 2020-2021.pdf Adobe Reader Window Help 54 / 102 114% the shear in each panel is equally divided between the two diagonals. 15m Type here to search 10AN- m Lecture Notes and Problem Sets in Structural Theory GAC 1 Sem 20-21 Tools 54

I need a clear answer by hand, not by keyboard and fast answer within 20 minutes. Thank you | dybala For the beam loaded as shown, find the maximum tensile and compressive bending stresses and maximum shearing stress.. IN.A=4*10mm* 80mm 100mm 60mm 60mm 1.5KN 2kN/m 1mal A |-----|- | Im ++ Im->> 3m 3kN/m

Mex Force 15 KN APPlied on nail what is The Max V If spacing between Nail is 75cm 2 15cm 5cm 15cm en 10cm 5cm 9cm

Follow my table sokve correct SOLUTIONs

Part 2: Identify the read forces 4m 11 ang 600 4m 60 60 4m 10KN Rea'd: All member forces (use methorl of joints)

Date: Course: Time: Pind the vertical movement os is 120 KN Stsel Aluminum 3 m Im B P=120 kat Aluminum A = 900 mm² E = 70 GN m² steel A= 600 mm E 200 GNM² %3D

docs.google.com/forms/d/e/1FAlpQLSeFBz2FIWt2UFcalwXNpXsvWOZ8WZBIxcUHPJkK6-Zc Yes No O * The area of a steel bar with dimeter of 16 mm is 0.3115 square inch 0.175 square inch 200.96 square mm 113.04 square mm * Steel bars are made with different dimeters such as 6 mm 12 mm

sketch the NFD, SFD, BMD, and deformed shape

A beam is of a cross- section in the form of a channel as shown in the figure STR - 2. When subjected to sagging bending moment about X-X axis, the ratio of maximum compressive stress to tensile stress is 7:3. Determine the dimension b. I need answer ASAP. Thank you!

A76 x 76 x6 mm angular section shown is welded to an 8 mm thick gusset plate. The length L1 is 65 mm, L2 is 125 mm, and the cross sectional area of the angle is 929 sq.mm. Fy-248MPA and Fu -400MPA. Gusset Plate Alowable Sresse Alowable tensle stress igross ara)0.00 Alowable tereile stres net area)0SOF. Allowable shear stress (net ares)0.30F. Determine the value of P based on net area using a strength reduction coefficient of 85% O 138.24 KN O 140.14 kN O 157.93 kN O 304.00 N Next