According to STAAD-Pro Vsi software, sketch the idealization of Concrete-Steel roof frame where (zIbay@7.5m). Plot and generate modeling of the frame structure shown below, Roof steel platecladding thickness 1.3cm, floor concrete slab thickness 22cm, steel member section (vertical doubleC5X6), (horizontal standard MC6X18-in x and z direction), (inclined double angle L25X2X1/4),reinforced concrete column (30cm), reinforced concrete beam section (30 x 50cm) Note: meansmember in z-directionSteel frame 2mReinforcedConcrete Frame9m(0,0,0)4m4.5m4mIm4m4m

Answered: According to STAAD-Pro Vsi software,…

Computer Networking: A Top-Down Approach (7th Edition)

7th Edition

ISBN:9780133594140

Author:James Kurose, Keith Ross

Publisher:James Kurose, Keith Ross

Chapter1: Computer Networks And The Internet

Section: Chapter Questions

Problem R1RQ: What is the difference between a host and an end system? List several different types of end...

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Given six control points of a nonuniform B-spline, P0 - (1, 5) P1 - (1.5, 6) P2 - (3.5, 6.5) P3 - (4, 3) P4 - (5.5, 2) P5 - (6, 3.5) The note vector of the B-Spline curve is [0 0 0 0 1 2 3 3 3 3] Derive the parametric equations of the three B-Spline curve segments.
on matlab
A fixed beam is subjected to a uniformly-distributed load with an intensity of f = 10 N/mm length of L = 200 mm. Now determine the support reaction forces, internal shear forces and moments, then plot its internal shear force and moment diagram. f[N/m] L 1. Define the paramters, use L and f as the variables y X
Describe and plot the surface in Matlab computer software z = 1 – y? |
What is the implicit equation of the plane through 3D points (1,0,0), (0, 1, 0), and (0, 0, 1)? What is the parametric equation? What is the normal vector to this plane?
PRACTICE EXERCISE 2.4 If A = 3a, + 2a - 6a, and B = 4a, + 3a, determine (a) A B (b) A X B (c) The vector component of A along a₂ at (1, 7/3, 5π/4)
Use Maple and the Spline command to construct three clamped cubic splines that approximate the upper portion of this noble beast. f(x) Slope - Slope 3 Slope -4 8. 7 6 Slope i - Slope 4 2 Curve ! Curve 2 - Curve 3 Slope - 5 10 15 20 25 30 Curve I Curve 2 Curve 3 f(x) f"(x;) i f(x) S'(x1) i 3.0 3.7 3.9 1.0 17 4.5 3.0 27.7 4.1 0.33 2 7.0 6.1 20 I 28 4.3 23 29 4.1 6. 4.2 24 5.6 30 3.0 -1.5 4 7 5.7 25 5.8 5.2 5 8 6.6 27 6. 10 7.1 6 27.7 4.1 -4.0 13 6.7 8. 17 4.5 -0.67 0-2 3 O-2 34n6
2. calculates the trajectory r(t) and stores the coordinates for time steps At as a nested list trajectory that contains [[xe, ye, ze], [x1, y1, z1], [x2, y2, z2], ...]. Start from time t = 0 and use a time step At = 0.01; the last data point in the trajectory should be the time when the oscillator "hits the ground", i.e., when z(t) ≤ 0; 3. stores the time for hitting the ground (i.e., the first time t when z(t) ≤ 0) in the variable t_contact and the corresponding positions in the variables x_contact, y_contact, and z_contact. Print t_contact = 1.430 X_contact = 0.755 y contact = -0.380 z_contact = (Output floating point numbers with 3 decimals using format (), e.g., "t_contact = {:.3f}" .format(t_contact).) The partial example output above is for ze = 10. 4. calculates the average x- and y-coordinates 1 y = Yi N where the x, y, are the x(t), y(t) in the trajectory and N is the number of data points that you calculated. Store the result as a list in the variable center = [x_avg, y_avg]…

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