Fundamentals of Structural Analysis
5th Edition
ISBN: 9780073398006
Author: Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher: McGraw-Hill Education
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Chapter 8, Problem 41P
To determine
Find the horizontal deflection at joint B.
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س (١) الشكل المرفق لقطعة أرض مستطيلة بعدها بالاتجاه الأفقي ١٢ متر
ماهو مقياس الرسم لهذة الخارطة وماهو البعد بالاتجاه العمودي على الأرض .
س (۲) ماهي انواع المساحة من حيث الدقة .
س ۳) طريق يحتوي على ثلاث محطات المسافات بينهم متساوية
المحطة الأولى A = 233457.8 متر
المحطة الثانية 8 = 23.6+278 متر
ماهي المحطة الاخيرة )
12 m
Please solve with drawing
止
Q.1 Using the lightest W section shape to design the compression
member AB shown in Fig. below, the concentrated service dead load
and live load is PD-40kips and PL 150kips respectively. The beams
and columns are oriented about the major axis and the columns are
braced at each story level for out-of-plan buckling. Assume that the
same section is used for columns. Use Fy-50 ksi.
32456
A
Chapter 8 Solutions
Fundamentals of Structural Analysis
Ch. 8 - Prob. 1PCh. 8 - For the truss in Figure P8.1, compute the vertical...Ch. 8 - Prob. 3PCh. 8 - Prob. 4PCh. 8 - The pin-connected frame in Figure P8.3 is...Ch. 8 - For the pin-connected frame in Figure P8.5, in...Ch. 8 - Prob. 7PCh. 8 - Prob. 8PCh. 8 - Prob. 9PCh. 8 - (a) Compute the horizontal displacement of joint B...
Ch. 8 - Prob. 11PCh. 8 - Prob. 12PCh. 8 - (a) Compute the vertical deflection of joint D...Ch. 8 - Prob. 14PCh. 8 - (a) In Figure P8.15 compute the vertical and...Ch. 8 - Prob. 16PCh. 8 - Prob. 17PCh. 8 - Prob. 18PCh. 8 - Prob. 19PCh. 8 - Prob. 20PCh. 8 - Prob. 21PCh. 8 - Prob. 22PCh. 8 - Prob. 23PCh. 8 - Prob. 24PCh. 8 - Prob. 25PCh. 8 - If supports A and E in Figure P8.26 are...Ch. 8 - In Figure P8.27 support D is constructed 1.5 in....Ch. 8 - Prob. 28PCh. 8 - Prob. 29PCh. 8 - Compute the vertical displacement of joints B and...Ch. 8 - Prob. 31PCh. 8 - (a) Compute the slope at A and the horizontal...Ch. 8 - Prob. 33PCh. 8 - Prob. 34PCh. 8 - Prob. 35PCh. 8 - Compute the vertical deflection of joint C in...Ch. 8 - Compute the vertical deflection at B and the...Ch. 8 - Prob. 38PCh. 8 - Prob. 39PCh. 8 - Prob. 40PCh. 8 - Prob. 41PCh. 8 - Prob. 43P
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- Consider the structure shown in (Figure 1). Suppose that F = 2500 N. Figure 0.2 m 1500 N 0.2 m 30% 0.2 m B -0.2 m-0.2 m- F Part A Determine the resultant couple moment. Express your answer to three significant figures and include the appropriate units. Enter positive value if the moment is counterclockwise and negative value if the moment is clockwise. ΜΑ ? 1 of 1 MR = 2.85 kN⚫m √30° 1500 N AUG 16 Submit Previous Answers Request Answer Incorrect; Try Again; 28 attempts remaining Provide Feedback Next > A W 20 Aaarrow_forwardExample The 30-N force P is applied perpendicular to the portion BC of the bent bar. Determine the moment of P about point B and about point A. Ans: Mb= 48 N.m Ma= 81.941 N.m P = 30 N 1.6 m 45° B 1.6 marrow_forwardQ2. Write the flexibility matrix corresponding to coordinates 1 and 2 for the structures shown. 13 ans: l 4 11 3 [16 51 6EI 126EI 5 2 (a) A -1- 2 (b) A B Constant EI 2arrow_forward
- Please solve with drawingarrow_forwardQ1: Compute the missing measurement of the lines AB & CD (using trigonometric method), and the coordinates of closed loop traverse ABCD as shown in the figure below. C 20 (due N) N 73° 18' E B S 41° 12' E མམ་བ A (100, 100) D 60 (due W)arrow_forwardPlease solve all points with explanationarrow_forward
- Please solve with drawingarrow_forwardPlease provide a handwritten solution to the questionarrow_forwardName: Q.1 select the lightest W12 shape for column AB that support a service dead and live loads Po-150k and P-200k as shown in Figure. The beams and columns are oriented about the major axis and the columns are braced at top and mid-height using pinned end connections for out of plane buckling. ASTM A992 steel is used. Select the suitable answer below: I U B 8.00 All dimensions in feet 30.00 W18.76 8091 B Parrow_forward
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