Need ASAP. Thank you ! Let, P=70kN, a=D2.5m, b-1.5m and c=4m; Also, DON'T FORGET TO TYPE DOWNTHE CORRECT UNITS (IF NEEDED)5w2wAbbIf the deflection at the free end (leftmostpart of the beam) is equal to101.76536007476mm, Determine theradius of the cross-section of thecircular beam.Determine the slope at the free end ofthe beam (in degrees).=II A circular beam carries a concentratedand a distributed load as shown in thefigure. Determine the followingunknowns if the modulus of elasticity is50GPA and the maximum shear is583.57142857143kN. USE ANYМЕТНODLet, P=70KN, a=2.5m, b=1.5m and c=4m; Also, DON'T FORGET TO TYPE DOWNTHE CORRECT UNITS (IF NEEDED)5w2wIf the deflection at the free end (leftmostpart of the beam) is equal to101.76536007476mm, Determine thradius of the cross-section of thecircular beam.

Let, P=70KN, a=2.5m, b=1.5m and c=4m ; Also, DON'T FORGET TO TYPE DOWN THE CORRECT UNITS (IF NEEDED) 5w 2w B b If the deflection at the free end (leftmost part of the beam) is equal to 101.76536007476mm, Determine the radius of the cross-section of the circular beam. Determine the slope at the free end of the beam (in degrees).

Let, P=70KN, a=2.5m, b=1.5m and c=4m ; Also, DON'T FORGET TO TYPE DOWN THE CORRECT UNITS (IF NEEDED) 5w 2w B b If the deflection at the free end (leftmost part of the beam) is equal to 101.76536007476mm, Determine the radius of the cross-section of the circular beam. Determine the slope at the free end of the beam (in degrees).

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

The service load bending moments actong on a rectangular beam 310 mm wide and 624 mm deep are 58.35 kN-m for dead load and 69.11 kN-m for live load. Use the following properties: f'c = 30.01 MPa fy = 414 MPa p= 0.81 pbal db = 20 mm (bar diameter) ds = 10 mm (strirrups diameter) Consider the stirrups used are spiral stirrups. Calculate the D/C ratio in percentage (%) for the particular beam.
Determine the magnitude of force (kN) in member BC if F=89396 N , a=2.75m , b=0.92m and c=4.54m. Round off only on the final answer expressed in 3 decimal places. Instead of units, indicate C if force is compressive or T if tensile.
USE 3 decimals; DRAW FREE BODY DIAGRAMS A 9-m simple beam is carrving a uniform load or 25 kN/m over the entire beam with two-point loads of 15 kN at 1.5 m from both ends. If E = 200 Gpa and | = 0.000332 m^4, determine the following using the Double Integration Method:a.) Midspan deflectionb. Deflection at 1.5 m from the eft reaction
Given: Mmax= 15.625 kN-m Vmax= 12.5 kN Depth of the beam= 250 mm 1. A simply supported 5 meter timber beam carries a 5 kN/m uniformly distributed load. If the beam's Ix is 260.4166 x 10^6 mm^4 and fb = 7.50 MPa, what is the base of the beam? a) 150 mm b) 180 mm c) 200 mm d) 220 mm 2. The shear stress fv developed for the beam of question 1 is a) 0.375 MPa b) 0.50 MPa c) 0.75 MPa d) 0.85 MPa
Calculate the vertical shear stress (N / cm2) at point A in the critical section of the beam below whose load and section is given? The cross section is symmetrical with respect to the y-axis. (Point A is on the body, point B is on the x-axis and point C is on the header.) (Q = 6000 N / m, P = 60000 N, L = 3 m, b = 50 cm t = 5 cm, h = 20 cm) please fast help please
An eccentric load is applied at a point 22 mm from the geometric axis of a 60-mm-diameter rod made of a steel for which σY = 250 MPa and E = 200 GPa. Using the allowable-stress method, determine the allowable load P. Take the effective length L = 1.4 m. (Round the final answer to one decimal place.)
For the triangular beam with base b= 400mm and d=540mm determine the area of the compression stress block (shaded in green) if a=210mm. Assume d'=60mm. Ans in mm2. Do not write the units in your answer.
A 5.0m simple beam supports the given floor loads Wu and a concentrated load Pu due to the wall transverse to the given beam. Answer the following questions given the sections of the beam. Calculate the effective depth of the section in PART A in mm.0 Use 3 decimal places in all your computations except for strain and rho(5 decimal places).
ASAP PLEASE. 4 DECIMALS What is the value of R1 in kN? What is the value of R2 in kN? Locate the point of zero shear from point A in meters.
Calculate the member force on member HF in Kips? Specify if T or C. 87.6 C 105.9 C 79.7 C 97.5 C 112.1 C
you did not use the correct value, a=5m and b= 2m, also, the force is q =5.1kn/m and not 5.3 kn/m can you do it with the right value please, or explain step by step without wrong value
Determine the value of the uniformly distributed loadd "w". What is the numeric value of C1 ( 1st constant)? Dtermine the deflection at midspan.