A 10' 8 kips B 10' 0.25 kips/ft Draw a shear diagram C 10' 15 kips 15 k D 25 kip *ft (c) How many superposition sections (dashed line area)? Where is (are) superposition area(s)? (e.g., A-B or A-C, etc.) Calculate moment value at B using superposition and show procedure including an equation in order to superimpose from the basic structures

A 10' 8 kips B 10' 0.25 kips/ft Draw a shear diagram C 10' 15 kips 15 k D 25 kip *ft (c) How many superposition sections (dashed line area)? Where is (are) superposition area(s)? (e.g., A-B or A-C, etc.) Calculate moment value at B using superposition and show procedure including an equation in order to superimpose from the basic structures

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

P=90KN
Compute degree of static indeterminacy q L L B
100 mm → 20 mm 30 1 140 mm. Xo -20 mm Comment Q1. Determine the moments of inertia of the Z-section about its centroidal x, and yo axes. ,24 mm 1ST O Q2. Determine the location of the centroid x, y and the moments of inertia Ixx and lyy of the shapes shown below. 100 mm -100 mm- Y Le Highlight Draw 20 mm Q ет O L 12 mm TIL ⠀ 100 mm 12 mm FONA Text Fill & Sign More tools 000 000 000 i
a D а 27 - A В Find the center of gravity M (x, y, z) of the three-dimensional homogeneous ABCD wire in the figure by using the coordinate set. The dimensions of the wire are a= 20 cm, b= 30 cm. Which of the following is the correct coordinate of the homogeneous wire in the x-axis ? a) 20.57 ОВ) 23.57 O C) 20.61 OD) 27.33 Ото) 28.29
The door shown provides outdoors access to the basement of a building. The door has hinges at points B, C, and D, and it weighs 80 lb with center of gravity at point G. The force Facts perpendicular to the door. If F= 50 lb, determine the resultant moment of Fand the 80 Ib weight about line BCD. Figure P4.48 A (34,15,5) in. B (58,5,28) in. C (34,15,28) in. D(10,30,28) in. G(34, 15, 16) in. (F
Solve the problem using Moment -Area Method Problem I. The beam has a loose fit built-in support at B which allows the end of the beam to rotate through the angle 9, = 0.75° when the load is applied, as shown in the detail. E = 72 GPa and 1 = 120 x 10 mm². Determine the following: 200 kN -2 m- 는 A d. Displacement at the application of 200kN load B Detail -2 m- B
Q3: Locate the centroid of the quarter elliptical area shown below where a = 5m and b = 2m. y b +-1 -x
ANSWER ASAP PLEASEE. WILL UPVOTE
A.) CREATE A SHEAR DIAGRAM BY AREA MOMENT AND BY PARTS B.) CREATE A M/EI DIAGRAM BY AREA MOMENT AND BY PARTS ITEM 1.0 180 kN 15 kN/m A В C- D -5 m- -5 m- -4 m- El = constant E = 70 GPa %3D I = 2,340 (10°) mm4 %3D
DRILL: FIND THE RESULTANT OF TAE FORCES USING a METHOD OF TRIANGLE AND PARALL ELOGRAM 6.METHOD OF COORDINATE CY STEM ALSO FIND THE PIRECTION (R OF THE RESULTANT. P- 8KN Q20KN 20 X -AX1S Y AXIS 0= 16 KN TUE-THU 10:0 AM - 12:00PM MATHOI1 MF
-F ab)" a~bm X= L+I 2 1 TY –314. F 2. 6 STATICS ENGINEERS MECHANICS CHAPTER Lecture Notes: =m EXAMPLE: 2 mber 75mm 25 mm +3 150 mm P2 25 mm %3D 25mm 125 mm Determine the moment of inertia of the section E+ b about its centroidal axis x and y. + b ナ

bn (Egure 1). A-5m. Figure -ON -MON -40N 1 of 1 Part A Determine the magnitude of the resultant of the two forces acting at point A Express your answer to three significant figures and include the appropriate units. HÅ Fa* Value Submit ▾ Part B Request Answer a Determine the coordinate direction angle a of the resultant of the two forces acting at point A Express your answer in degrees to three significant figures. VAX Ivec Units P Pearson