see attached a) Draw a simple composite section and a non-composite section of a beamb) Given below is an I-section beam. Draw all the views (A, B, C, D and E) with everypossible detail of this beam.

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Answered: a) Draw a simple composite section and…

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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III. Locate the centroid of the composite area below. Y 50 80 mm, mm R=50mm 250mm R=65mm -- X 50 50 mm mm
find the centroid of the composite area please provide with detailed drawing WIDE FLANGE DIMENSION: W250X33ANGLE BAR DIMENSION: L38X38X6.4
ASSIGNMENT 2F Find the centroid of given composite figure. Set- up the reference axis on the lower left corner. Radius = 1.5" 8" 1" 3" 4" 4"
State the determinacy of the beam.
two span beam subjected to shear and flexure only is reinforced as follows: Section @ midspan @ face supports Top bars 2-20mm 5-20mm Bottom bars 3-20mm 2-20mm Given Stirrup diameter: 10 mm concrete fc = 21 mpa steel rebar fy = 415 mpa stirrup fy = 275 mpa beam size b x h = 270 mm x 450 mm assume all bars laid out in single layer calculate the following: a) tensile steel ratio in positive bending moment at midspan (round off to 5 decimals) b) design moment strength of section at midspan for positive bending ( in kN•m , nearest whole number) c) nominal design strength of section at face of support for negative bending ( in kN•m , nearest whole number)
Question Bank - Centroids Using the method of composite curves, locate the centroids of the plane curves shown. x in mm ?
How do i find the tension/compression in DC & DF?
SHOW YOUR DETAILED AND ACCURATE SOLUTION
Help me pls.be detailed
please answer with full steps on paper.
PROBLEM 6: Determine the centroidal coordinates ( x-bar and y-bar) of the composite lines shown in feet. Note: DRAW OR ILLUSTRATE THE SUB-LINES AND INDICATE THE CENTROID OF EACH SUB-LINE BEFORE ANY NUMERICAL SOLUTIONS.
The initial design of a simply supported beam is shown below. The architect requested the engineer to reduce beam depth by 100 mm to accommodate the client’s preferred celling height. Use f’c = 28 MPa, fy = 415 MPa, and fyt = 275 MPa. Clear cover is 40 mm. Analyze as singly reinforced beam only. Determine the following: a. How many additional ɸ16 tensile bars are required? b. What is the new spacing of stirrups near the end in mm? Round your answer to nearest safe 25mm.

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a) Draw a simple composite section and a non-composite section of a beam b) Given below is an I-section beam. Draw all the views (A, B, C, D and E) with every possible detail of this beam.