BA 38 2X Ø 15- 16-1 32 R14.5 61 R 13 METRIC

Q: The cross-sectional area of a wide-flange I-beam has the dimensions shown. Obtain a close…

A: Let us divide the given shape into three rectangles with the dimensions highlighted in below figure:

Q: ᴛʜᴇ ꜱᴏʟɪᴅ ꜱᴛᴇᴇʟ ꜱʜᴀꜰᴛ ᴄᴀʀʀɪᴇꜱ ᴛʜᴇ ᴛᴏʀQᴜᴇꜱ ᴛʟ = 750 ɴ • ᴍ ᴀɴᴅ ᴛ2 = 1200 ɴ • ᴍ. ᴜꜱɪɴɢ ʟ1 = ʟ2 = 2.5 ᴍ…

A: Answer: The smallest allowable diameter of the shaft is 51.8922 mm.

Q: (9. elbow bend ) ohact (m) Diameler 1.2.6672 xl6 0.25 lo mm 0 32 1o m m 3.33니 x1a5

A: Given data 90° elbow bend with the following conditionsFor flow 1Volume flow rate = Q1 = 2.6672 x…

Q: 45 kN/m 135 kN 1.8 m -0.9 m Fig. P5.15

A: Find the maximum value of shear force and bending moment.

Q: ᴀɴ ᴇᴍᴘᴛʏ ʙᴇᴇʀ ʙᴀʀʀᴇʟ ʜᴀꜱ ᴀ ᴍᴀꜱꜱ ᴏꜰ 13 ᴋɢ ᴀɴᴅ ᴀ ᴠᴏʟᴜᴍᴇ ᴏꜰ 17 ʟ. ᴀꜱꜱᴜᴍɪɴɢ ᴛʜᴇ ᴅᴇɴꜱɪᴛʏ ᴏꜰ ʙᴇᴇʀ ɪꜱ 1005…

A: Given data: mb=13 kgV=17 L=17×10-3 m3ρ=1005 kg/m3 Need to determine the total weight of beer barrel…

Q: find and Draw shear Yor ce and bending Moment. 2 KN lm 8KN A 3M.

A: Consider horizontally forward & vertically upward force as (+)ve and horizontally backward &…

Q: y =12 - 3 x 3 m 3 m y = 4 -

A: For solution refer below images.

Q: How to draw SHEAR AND MOMENT DIAgram) 6kps 3 kips/ft RA A RB 21 12' G' 727Kips

A:

Q: Draw the three views and a section elevation: 12 15 12 4 HOLES, DIA 16 40 0G 12 20

A: given view  side and front view  to sketch the top view

Q: P=60とN 9= 74 kN/M 1,5m Opormal force () 2Sheor force(T) 3 Bending moment f the beam (M) Drow the…

A: Shear force is the internal force applied at the section to convert the FBD into force equilibrium…

Q: y (t) = 0.12t³ – 6.75t* + 135t3 – 1120t + 3200t + 9000

A: For Maximum Altitude, ∫0.12t5-6.75t4+135t31120t2+3200t+9000…

Q: 3. If gage A reads -20 kPa, determine the elevations of points L, N, Q and 9. 2 El. 65.00t E Air El.…

A:

Q: x2/100) mm2 wher ne section from one ncrease in length of t uivalent to 20 kN i m The yalue of ela

A: given:tensile load p=20kNE=200GN/m2l=150mm

Q: Determine the maximum shear stress and maximum normal stress of the cantilever shafts in the figures…

A: Length of the shaft→L=200 mm=0.20 m Diameter of the shaft→D=20 mm=0.02 m Transverse force→P=10…

Q: Create a moody diagram of the following smooth and steel pipe: •    Re= 100,456.85 •     ϵ/D= 0.001

A:

Q: The cross-sectional area of a wide-flange l-beam has the dimensions shown. Obtain a close…

A:

Q: xample. Drau the shear force and inding mimemts 2.0kN 1.6KN 1.5kN HA 1m 1m 1.2m 0.8m

A:

Q: W = 1200N 28°

A: GIVEN: t=5s v=0.2m/s

Q: On the attached drawing 11A005, what is dimension C?   All abbreviations are standard

A: Draw the diagram for RC   Calculate the dimension for B, From above diagram,

Q: Y 8 12 8 12 R= 3

A:

Q: 300N 12 45 505 N Fig. A

A:

Q: Tät-/e205+(17-78 2.

A: Given Data⇒a↦=202+17.782

Q: 15. 10. Trapezoid with Midsegment 30 2y 4x-6 22 x+9 10 20

A:

Q: ᴀ ꜱᴛᴇᴇʟ ꜱʜᴀꜰᴛ 2569 ᴍᴍ ʟᴏɴɢ ᴍᴜꜱᴛ ᴛʀᴀɴꜱᴍɪᴛ ᴀ ᴛᴏʀQᴜᴇ ᴏꜰ 34 ᴋɴ-ᴍ. ᴛʜᴇ ᴛᴏᴛᴀʟ ᴀɴɢʟᴇ ᴏꜰ ᴛᴡɪꜱᴛ ᴀɴᴅ ᴛʜᴇ…

A:

Q: E is the section classification of an S355 UC152x152x Section 5.5 Classification of cross sections]

A: Properties of UC152x152x23 kg/m section:h = Depth of section = 152.4 mmb = Width of section = 152.2…

Q: Determine the moment ofinertia of the T-section with respect to itscentroidal xo axis. T 100 mm 400…

A:

Q: 7* 10^-6) T^2

A: Solution   A(T)=3T+(7*10^ - infty )T^ 2   the  material 1 should be chosen. Because this material…

Q: (45 elbow bend) Q (m/s) 3. ohactim) Ciameter o16 lo mm 1. 2.6672 x los 0. 2 lo mm 2. 3.334 x 1os…

A: Given data as per the question Q=2.6672×10−5 m3sΔhactual=0.16mdiameter =10 mm for the second…

Q: 80 090- Ø40 16 20 R 20- is 3.14 i 18. 13.

A:

Q: () m Y 27

A:

Q: ᴀ ꜱᴜᴘᴘʟʏ ᴛᴀɴᴋ ʜᴀᴠɪɴɢ 14ᴍ ʟᴏɴɢ ᴀɴᴅ 1.7ᴍ ᴅɪᴀᴍᴇᴛᴇʀ ɪꜱ ᴜꜱᴇᴅ ᴛᴏ ꜱᴛᴏʀᴇ ꜰᴜᴇʟ ᴏɪʟ ᴡɪᴛʜ 34° ᴀᴘɪ ᴀᴛ 110 °ᴄ. ɪꜰ…

A:

Q: Design the shaft (Find the diameter d). T = 2kNm; T = 3kNm; L = Im; Tall = 58MP..

A: Given data: Allowable shear stress, τall = 58 MPa. The magnitude of torque T1, T1 = 2 kN·m. The…

Q: S = -20 yy y = 30 ху y S = 50 %3D XX

A: Given, Stress in x direction = σx = Sxx = 50 MPa Stress in y direction = σy = Syy = -20 MPa Shear…

Q: The cross-sectional area of a wide-flange I-beam has the dimensions shown. Obtain a close…

A: Answer: The moment of inertia with respect to x-axis is 649.0479 in4.

Q: Determine the net area of the given section below. Diameter of bolts is 7/8-in and the thickness of…

A: A screw is a sort of latch, generally produced using metal, that usually includes ahead toward one…

Q: Evaluate ln(√7)

A: Given Data⇒ ln7

Q: The cross-sectional area of a wide-flange I-beam has the dimensions shown. Obtain a close…

A:

Q: Q2. Find IeD 30- - 50- BI 20 40 E R= 20 +40- - 20- Ix

A: Here we divide the overall figure in two part. first part is triangle ABC and other part is…

Q: ᴄᴀʟᴄᴜʟᴀᴛᴇ ᴛʜᴇ Qᴜᴀɴᴛɪᴛʏ ᴏꜰ ʜᴇᴀᴛ ᴄᴏɴᴅᴜᴄᴛᴇᴅ ᴘᴇʀ ᴍɪɴᴜᴛᴇ ᴛʜʀᴏᴜɢʜ ᴀ ᴅᴜʀᴀʟᴜᴍɪɴ ᴄɪʀᴄᴜʟᴀʀ ᴅɪꜱᴄ 127 ᴍᴍ…

A:

Q: le 16.12

A: here we have to find out reaction at A and B

Q: The cross-sectional area of a wide-flange I-beam has the dimensions shown. Obtain a close…

A: Given: The approximated value of moment of inertia about x-axis, Ix = 654 in^4

Q: A -7.5% grade is followed by a 1.225% grade intersecting at Sta. 15+750, with an elevation of 395.5…

A: The elevation is also known as the height of any system. In this question it is required to…

Q: end lyc) Ye l0. 165 m a shown 0.8 m 0.1m 0.265

A: Given

Q: The maximum clearance possible for the shaft and hole +0.05 +0.03 of size 40-0.02 mm and 40-0.04 mm…

A: From the given data, Maximum size of shaft = 40 + 0.05 = 40.05 mm Minimum size of shaft = 40 - 0.02…

Q: OBLIQUE HALF SEC 8-B

A:

Q: The cross-sectional area of a wide-flange I-beam has the dimensions shown. Obtain a close…

A: Centroid will be at mid point. Icm= bh3/12 I =Icm + Ay2

Q: a) 15 3 m/e

A:

Q: 2345 + 124508 + A2B34H16 %3D .2

A: Given2345+124508+A2B34H16

Q: m2 F(t) = Fo sin ot Fig. P6.8

A: For solution refer below images.

Q: The section modulus is 2610.759 in3. The most economical metric wide-flange shape is [W12 x 96

A:

Mechanical Drawings

A mechanical drawing is described as a technical drawing created by engineers following standard layout conventions, terminology, interpretation, and many other factors. It is also known as an engineering drawing.