Draw the shear and moment diagrams for each beam shown in figure:
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- Determine the smallest distance I) that would prevent the concrete dam from tipping about corner A. Use w=62.4lb/ft3 for water and c=150lb/ft3 for concrete.p62,#14| RN * ME3 4 o Switch account Determine the area and the centroid (x, y) of the area. 4m . e O (x=2.2m,y=6m) O None of above O (x=1.2m,y=3m) O (x=1.2m,y=4m) O (x=1.0m,y=2m) n Upload the answer 1} 0 ¥
- Dinding ruang penyimpanan berpendingin adalah panjang 10 m dan tinggi 3 m dan dibangun dengan blok beton 100 mm (k = 0.935 W / [m °C]) dan 12 cm papan isolasi serat (k = 0,048 W). / [m °C]). Suhu ruang pendingin -10 °C dan koefisien perpindahan panas konvektif adalah 40 W / (m² K); suhu udara luar adalah 30 °C dengan koefisien pindahan panas konveksi permukaan dinding luar 10 W / (m² K). Hitung koefisien perpindahan panas keseluruhan. Koefisien pindah panas keseluruhan =AnswerW / (m² K).Amswer plss 1Determine the bar force at FE and FN
- FINDING MAXUMIM AND MINIMUM MOMENT My question goes about the problem which is located here: https://www.bartleby.com/questions-and-answers/the-70-n-force-acts-on-the-end-of-the-pipe-at-b.-determine-the-angles8-0-180-of-the-force-that-will-/567dba2e-b426-4c49-967a-56130cc9db87 In the second step, it states that the value of the equation (1) will be maximum when the first derivative of the moment equation will be zero. Why? And why did we use the derivative rules in the first place? Thank you in advance for your patience,ᴀ ꜱᴛᴇᴇʟ ꜱʜᴀꜰᴛ ɪꜱ ꜱᴜʙᴊᴇᴄᴛᴇᴅ ᴛᴏ ᴀ ʙᴇɴᴅɪɴɢ ᴍᴏᴍᴇɴᴛ 9955 ɪɴ-ʟʙ ᴀɴᴅ ɪꜱ ꜱɪᴍᴜʟᴛᴀɴᴇᴏᴜꜱʟʏ ʟᴏᴀᴅᴇᴅ ᴡɪᴛʜ ᴀ ᴛᴏʀQᴜᴇ ᴏꜰ 29824 ɪɴ-ʟʙ. ɪꜰ ᴛʜᴇ ᴍᴀxɪᴍᴜᴍ ᴘᴇʀᴍɪꜱꜱɪʙʟᴇ ꜱʜᴇᴀʀ ꜱᴛʀᴇꜱꜱ ɪꜱ 3 ᴋꜱɪ, ᴡʜᴀᴛ ᴍɪɴɪᴍᴜᴍ ꜱʜᴀꜰᴛ ᴅɪᴀᴍᴇᴛᴇʀ ɪɴ ɪɴᴄʜᴇꜱ ɪꜱ ɴᴇᴄᴇꜱꜱᴀʀʏ? ʀᴏᴜɴᴅ ʏᴏᴜʀ ᴀɴꜱᴡᴇʀ ᴛᴏ 4 ꜱɪɢɴɪꜰɪᴄᴀɴᴛ ꜰɪɢᴜʀᴇꜱ.With the use of area moment method
- A spherical gas tank has an inner radius of r = 1.5m, if it subjected to an internalpressure of p = 300kPa, determine its minimum thickness if the maximum normalstress is not to exceed 12MPa Note: indicate free body diagram.Which of the following has the dimension for density. M1 L1 T-2 M-1 L1 T 2 M1L-3 M L -1 T-2Figure (a) shows the cross-sectional dimensions for the structural steel section known as C1020 (channel with a nominal depth of 10 in., weighing 201b/ft). The American Institute of Steel Construction Structural Steel Handbook lists the following properties for the cross section: A=5.88in.2,Ix=78.9in.4, and Iy=2.81in.4. If two of these channels are welded together as shown in Fig. (b), find Ix and Iy for the resulting cross section.