Chapter 20, Problem 5RQ

I need  Help some hw for AutoCAD please use measure front top and side view

Calculate the discharge of the system shown below. Neglecting minor losess

Q3. Statically determinate or indeterminate beam analysis by the stiffness method a) Determine the global stiffness matrix of the beam shown in Fig. 3. Assume supports at 1 and 3 are rollers and the support at 2 is a pinned support. Indicate the degrees- of freedom in all the stiffness matrices. El is constant. Use the values of w = 50 kN/m and L1 = 2.0 m Note, L2-3L1. b) Determine the rotations at all the nodes of the beam and reactions at the supports. Show all calculations. c) Draw the BMD of the beam on the compression side showing the salient values. What are the maximum bending moments of the beam? Draw the deflected shape of the beam. d) Solve the problem using the Strand7. Assume any suitable value of El (state the value you have used for El). Show the model with all the nodes, element numbers and boundary conditions. Display the deflected shape and BMD. e) Show a table comparing the stiffness method (manual calculations) of the all the reactions and the maximum bending moment…

Using AutoCAD. I need help please to exact measure

Draw Isometric view of this multiview of object.

REMINDER: The truss must be cut into two different sections. You can choose either one to solve as you will get the same answer. Since there are three equations available, you can't cut more than three members 6.25 Determine the force in members BD, CD, and CE of the truss shown. BO C 36 kips 36 kips D F H 7.5 ft E G 4 panels at 10 ft = 40 ft

Calculate the area of the following polygon using the abscissa and projection method, taking into account the necessary adjustments before calculating the area of the polygon using the compass rule. Latitude Departure Side 930.63 N 930.63 S 1272 E 1271 W AB 122.14 E=12/2-1271-1 cr=-1 680 BC 173.83 length 591 CD 669.13 109.08 DE 139.36 961.1 EA 756.80 201.82 330.63/ 430.65 DEP=L SIN (O) >L DEP/SIN(O) LAT = L COS (0) DEPILATESIN(OYCOS (0)= TAN (0) O TAN-1 (DEP/LAT)= asztan Dept

Estimate the material quantities (cement, sand, gravel, and steel reinforcement) required for constructing 120 m concrete channel of the following typical cross section, concrete mix of 1:1.5:3 and thickness of 20 cm. Figure (1) Figure (1) 12250- 16300

a) A 14-ft. tall and12-ft.-8-in. long fully grouted reinforced masonry wall is constructed of 8-in.CMU. It is to be analyzed for out-of-plane loading. Construct thenP -nM curves for the wallwith the following three vertical reinforcement scenarios: (1) 10 No. 6 bars at 16 in. spacing,(2) 10 No. 5 bars at 16 in. spacing, and (3) 7 No. 4 bars at 24 in. spacing. The steel is Grade60 with a modulus of elasticity of 29,000 ksi, and the masonry has a compressive strength of2,000 psi. You may use Excel or Matlab to construct the curves. Also, show the maximumnPallowed by the code for each case.(b) For each of the above reinforcement scenarios, determine the maximum axial loads that arepermitted for the tension-controlled condition and transition condition.(c) Discuss how the amount of vertical reinforcement affects thenPn-Mn curve.