W 350 mm x 90 kg/m girder 8 m simple span carries equal concentration load carries equal concentrationdead load. Pat every quarter points and uniform dead load, 5 kN/m and live load 7.2 kN/m includingdead weight.PropertiesA = 11500 mm?d = 350 mmb, = 250 mmy = 16 mmI = 266x 10" mm'y = 45x10 mm%3!248 MPa%3D10 mma) Determine the value of P based on flexure Fb 0.66 Fyb) Determine the value of P base on shear Fv = 0.40 FyDetermine the additional live load based on deflection if the allowable deflection is 1/360* of theLength for the camber to offset for the dead load.

Beam with loading - Reaction at Each End = 12.2*8 / 2 + P + P/2 = 48.8 + 1.5P kN So, Maximum Shear…

W 350 mm x 90 kg/m girder 8 m simple span carries equal concentration load carries equal con dead load. Pat every quarter points and uniform dead load, 5 kN/m and live load 7.2 kN/m dead weight. Properties A = 11500 mm2 d = 350 mm Ix 266x 10 mm' 45x106 mm F %3D h, = 250 mm 248 MPa %3D 16 mm 10 mn a) Determine the value of P based on flexure Fb = 0.66 Fy

W 350 mm x 90 kg/m girder 8 m simple span carries equal concentration load carries equal con dead load. Pat every quarter points and uniform dead load, 5 kN/m and live load 7.2 kN/m dead weight. Properties A = 11500 mm2 d = 350 mm Ix 266x 10 mm' 45x106 mm F %3D h, = 250 mm 248 MPa %3D 16 mm 10 mn a) Determine the value of P based on flexure Fb = 0.66 Fy

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

10 KN 8 KN 6 ΚΝ Design the beam if allowable shear stress of the beam is 1.80 MPa and allowable flexural stress is 32 MPа. 5 KN/m A C Assume that b = 150 mm and neglect the weight of the beam %3D 2.00 2.00 1.00 in meters
Question 5 Find the supportive force system for the cantilever beam shown pinned at C. Given data: Point load, Not yet answered P=380 N and distributed load, w=80 N/m. Marked out of 5.00 on 7 m 2 m A 5 m- 5 m- Supportive force system Ax= Ay= Сх- N Су- By= N
a) A steel 4 X 4X 0.25-inch square tube (moment of inertia I = 8.215 inª) is used as a simply supported beam. A 100-pound weight is dropped from a height of 24 inches onto the beam at mid- span. Find the maximum stress in the beam. Use E = 29 X 106 psi. 8 ft k = 200 lb/in 100 lb 8 ft b) Instead of fixed supports, the beam is supported by springs at both ends. Find the maximum stress in the beam when the 100-pound weight is dropped from a height of 24 inches (same beam properties as in part a). 24 in 100 lb 8 ft 24 in 8 ft k = 200 lb/in
60 kN 12 kN/m 200 kN.m Ca B 5 m A -5 m -10 m- 5 m- a) Determine the reactions at supports B (pin) and C (roller). b) Determine the internal loading at x= 10 m (point E) measured from point A. Write functions for shear force (V) in terms of x d) Write functions for bending moment (M) in terms of x. Draw Shear Force Diagram (SFD) for whole beam f) Draw Bending Moment Diagram (BMD) for whole beam g) Determine the maximum moment Mmax With its location
QUESTION 4 There are 47 dowels - 10M, each measuring 910 mm, in a continuous concrete footing. What is the total rebar weight (kg)? (The mass of 1OM is 0.785 kg/m): QUESTION 5 The total length of a concrete beam (400mm X 600mm) is 10,427 mm. there are stirrups 10M@200mm on centre in this beam and the concrete cover is 25mm. How many stirrups does this concrete beam have?
y Courses E This course EHide block What are the magnitude (F) and the location measured from end A (d) of the equivalent resultant force of the triangular distributed load in the figure below. 5 m 3 m Wo = 7 kN/m %3D A TT Select one: a. F= 10.5 KN ; d= 6 m b. F= 6 KN ; d= 6.5 m c. F= 21 KN; d= 6 m d. F = 6 KN; d = 1 m
A uniform wind load of q = 0.2 kN/m? acts on the billboard with dimensions of b = 1.5 m and a = 1 m. The allowable normal stress is oalow = 140 MPa, c = 0.5 m for the circular cross section panel pole. Draw the shear force, bending moment and torsional moment diagrams for the panel pole. a) Calculate the cross-section diameter d, using the maximum shear stress (Tresca) criterion. b) Calculate the cross-section diameter d, using the maximum distortional energy (von Mises) criterion. SOLUTION kesit
Q2/ Use the unit load method to find the slope and the horizontal displacement of point C on the frame shown below. E=200 GPa, I=200 x 10 mm 5 m B C 4 kN El 2 kN/m 6 m 1.5 EI A. For real load, horizontal reaction Ax= * Your answer For real load, vertical reaction Ay= * Your answer For real load, vertical reaction Cy= * Your answer For Unit load (horizontal displacement), horizontal reaction Ax= * Your answer For Unit load (horizontal displacement), vertical reaction Ay= * Your answer For Unit load (horizontal displacement), vertical reaction Cy= * Your answer
1) Assume q, = 2kN/m and g. = 4 kN/m and a = 2 m and b= 3 m. Find the support reactions. 90 A A, =. units_ A =. B, = =
1 kN 12. A cantilever beam AB, loaded by a uniform load and a 320 N/m concentrated load, is constructed of a channel section. Find the maximum tensile stress o, and maximum compressive stress ac if the cross section has the dimensions indicated and the moment of inertia about the z axis (the neutral axis) is I = 130 cm*. Note: The uniform load represents the weight of the beam. 1.5 m 15 mm [ Ans : a, = 105.8 MPa ; 6e = 28.8 MPa ] 55 mm
Question 1) in FIG loading condition is given beam F force F = 65 kN , first distributed load W 1 = 41 kN / m , w 2 distributed load w 2 = 51 kN / m , θ angle θ = 48 ° and L length of L = 5 m . According to this; Question 1-A) B at the point y direction ( B y ) Determine the support reactions. (Enter yourresultwithout writing kN units.) Question 1-B) to the point in y direction ( A y ) Determine the support reactions. ( Enter yourresult without writing kN units.) Question 1-C) to the point in x direction ( A x ) Determine the support reactions. ( Enter yourresult without writing kN units.)
The beam supports the triangular distributed load shown below with Wmax = 900 lb/ft. The reactions at A and B are vertical. (Figure 1) Figure AT PORCE 6 ft D 6 ft C 6 ft W IB TODAY E 4.5 ft 4.5 ft Part A Determine the magnitude of the resultant internal normal force on the cross section at point D. Express your answer in kilopounds to three significant figures. ND= Submit Part B Vp= Submit Part C ΠΙΑΣΦΗΜ Mp= Avec Submit Request Answer Determine the magnitude of the resultant internal shear force on the cross section at point D. Express your answer in kilopounds to three significant figures. ΠΙΑΣΦΩΤ Request Answer n Request Answer vec 1 → C vec S S ? Determine the magnitude of the resultant internal bending moment on the cross section at point D. Express your answer in kilopound-feet to three significant figures. [Γ]ΑΣΦ [4 O I ? kip ? kip kip.ft