Q.1: Draw the following75R1238R3280

For the given figure, i had drawned in AUTO-CAD using the following commands 1. CIRCLE COMMAND 2.…

Answered: RI 038 R32 80

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Input-F1=647
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origin: center of quarter circle R2 calculate: total area (mm2) centroid along x axis (xbar) centroid along y axis (ybar)
4x-2x²+1 find lim,0 3x-5
please answer number 3-6 only. thank you
The reduced form of 3y (0) – 21y (4) + 5y''– 10y"+42y'- 8y+ 5=0 js: A (3D5- 21D4+5D³ – 10D²+42D – 8) y=0 B (3D5- 21D4- 5D³+ 10D²+42D – 8) y= - 5 (3D5- 21D4+5D³ – 10D² – 42D +8) y= - 5 (3D5- 21D4- 5D³ – 10D²+42D + 8) y=0
PLEASE, NEED COMPLETE SOLUTION. THANK YOU! <3
please answer this im begging you
Г2х + у y] The value of |2y + z y z is [2z + x
4) A precast T beam with the dimensions shown below is to be a used as a bridge over a small roadway. The beam is used on a 30 ft simple span, and the total factored load including the beam's self-weight is 15.6 kips/ft. Assume d = 21" for your calculations. fc' = 6000 psi and fy = 60000 psi. a. Calculate the maximum mid-span moment - this is Mu b. Check the effective width of the beam as per ACI 318-19 Table 6.3.2.1 C. Check whether the T-Beam designed as a rectangular section would be able to provide the required Mu. If not, design the section as a T-Beam to calculate the required reinforcement. Try to keep close to 0.9 (it is okay if it's a little under). But calculate the correct value of . d. Sketch the section following the guidelines for bar arrangement.
Which feature control frame would you use to tolerance the one-inch slot perpendicular to datum feature A and symmetrical with the four-inch feature within a tolerance of .005 at MMC in the drawing below? Use MMC and MMB wherever possible. 1.000-1.010 138 4.000-4.020 A. B. C. D. E. O E O O A с B B OD .005(M) A 4.00 .005 MA BM 1 005 (M) A BM 0.005MABM .005 M AMB 2.00 A
Compute centroid

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