1. A built up steel beam uses a W18x97 on its top and with a 1"x32" vertical plate and a 2"x16" horizontal plate. Assuming the vertical plate is centered on the wide flange's web, determine the centroidal moments of inertia. Use the same previous instruction in Quiz No. 5 for the computation of centroids. 0.532" T 32" 1"→ ← 16" 2" properties of W18x97 Area = 28.5 in² web thickness = 0.532 in Ix = 201 in (based on the shown orientation) ly = 1750 in¹ (based on the shown orientation) X

1. A built up steel beam uses a W18x97 on its top and with a 1"x32" vertical plate and a 2"x16" horizontal plate. Assuming the vertical plate is centered on the wide flange's web, determine the centroidal moments of inertia. Use the same previous instruction in Quiz No. 5 for the computation of centroids. 0.532" T 32" 1"→ ← 16" 2" properties of W18x97 Area = 28.5 in² web thickness = 0.532 in Ix = 201 in (based on the shown orientation) ly = 1750 in¹ (based on the shown orientation) X

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

A continuous beam ABC has fixed supports. Constant value of El and using slope deflection method. What is the moment MAB in KN-m? 2 decimal places
A 6m simply supported beam AB carries 2 concentrated downward loads of P=48KN each placed at third points of the beam span. With constant EI=21000 KN-m2. Using Double Integration Method (DIM) with origin taken at point A (left support) where 0 ≤ x ≤ 6m, calculate the first constant of integration, C1? Express your answer in KN-m2 in 2 decimal places.
Five forces are applied to the beam trolley as shown. Determine the y-coordinate of the point on the y-axis through which the stand-alone resultant R must pass if F = 4.5 kN and θ = 20°. Point O is at the center of the I-beam.
Before the load P was applied, a gap, ?0(2.75mm) existed between the cantilever beam AC andthe support at B. Knowing that E=200 GPa, determine the magnitude of P for which thedeflection at C is δ(5.5mm) and the reaction at B. (Hint: Use the method of superposition and beam deflections in Appendix A)
ASAP PLS The maximum deflection of a simply supported beam is located at: Group of answer choices a. x = 0.5L b. x = L c. x = 0 d. y' =0 The moment diagram by parts of a uniformly distributed load is: Group of answer choices a. 2nd Degree spandrel b. Triangular c. 3rd degree curve d. Rectangular
The roof is supported by cables as shown in the photo. If the cablesexert forces FAB = 100 N and FAC = 120 N on the wall hook at A asshown , determine the resultant force acting at A. Expressthe result as a Cartesian vector.
The tripod shown is to support a vertical load W and horizontal load P at point D. The legs of the tripod rest on a level rough surface at points A, B and C. If W=150N, P=50N, a = 0.5m, b =0.75m. c=1.125m, d=1.5m, 19. Determine the force acting on leg AD. Determine the force acting on leg BD.
pls answer ASAPa.) Find the location of centriod, ȳ, from the top of the beam.b.) Determine the moment of Inertia in mm^4
The cantilever beam shown is supporting the concentrated loads of 18 kN. 20 kN and 15 kN acting at points B, C and D, respectively. Determine the deflection of the beam at point C and D. Use E=200 GPa and I=15 x 10^6 mm4.
A concrete cube 60 cm on each edge (sp. gr. 2.40) rests on the bottom of a tank in which sea water stands to a depth of 5 m. The bottom edges of the block and sealed off so that no water is admitted under the block. Find the vertical pull required to lift the block. Note: The answer should be 13.76 kN or near.
A simply supported beam L meters long carries a uniformly distributed load of 16 kN/m over its entire length and has a T cross-section. The flange is 140mm x 20 mm place and the web is 160 mm by 20 mm. 1. Which of the following most nearly gives the moment of inertia about N. A.? a. 10.25 x 10⁶ mm⁴ b. 17.23 x 10⁶ mm⁴ c. 22.24 x 10⁶ mm⁴ d. 19.02 x 10⁶ mm⁴ 2. Which of the following most nearly gives the value of L to cause a maximum flexural strength of 40 MPa? a. 1.77 m b. 2.82 m c. 3.24 m d. 4.00 m 3. Which of the following most nearly gives the maximum horizontal shearing stress developed? a. 24 MPa b. 38 MPa c. 45 MPa d. 32 MPa
The section of an I beam is made out of two identical flanges and a web. The width of Flange is 260mm and thickness 25mm. Web thickness is 10mm and the total depth of the section is 715 mm. fy=300mPa, ZX=5760X103 mm3 and SX=6390X103mm3. Determine the moment section capacity of the section