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_ce-mste-practice-problem-3-applied-mathematics-surveying-transportation-and-construction.webp "Find the expected production in loose cubic meter (LCM) per hour of a 2.3 cu. m. hydraulic shovel equipped with a front dump bucket. The material is common earth with a bucket fill factorof 1.0 .The average angle of swing is 75 degrees, and job efficiency is 0.80<br/>-<br/>paki pindot po sa \")
⏲ 3:17 👁 10K
_pakistani-channel-unbearable-dirty-talk.webp "PLAY STOP")
_wild-and-horny-124-jerry-springer.webp "The Jerry Springer Show")
_ce-board-mste-problem-5-engineering-mathematics-ce-nov-2023.webp "CE NOV 2023 - Find the expected production in loose cu.m (LCM) per hour of a small hydraulic excavator. Heaped bucket capacity is 0.57 m .The material is sand and gravel with a bucket fill factor of 0.95 .Job efficiency is 50min/hr .Average depth of cut is 4.3 m. max. depth of cut is 6.1 m and average swing is 90<br/><br/>Hint: Production = C * S * V * B * E<br/><br/>Cycle output = 250 cycles per 60 min<br/>Swing depth factor = 1.0<br/>-<br/>CE Board MSTE Problem 5 (Mathematics, Surveying, Transportation, and Construction) - CE Nov 2023<br/>-<br/>paki pindot po sa \")
_horney-indian-bhabhi-sexy-moves-in-bath-tub-twerk-indian-pakistani-sofia-sassypoonam.webp "INDIAN TWERKING HUB")
⏲ 16 seconds 👁 530
_pakistani-mujra.webp "Islam Shahid")
_ce-mste-practice-problem-4-applied-mathematics-surveying-transportation-and-construction.webp "Determine the expected dragline production in loose cubic meter (LCM) per hour based on the following information<br/>Dragline size = 1.5 cu.m<br/>Swing angle = 120 deg<br/>average depth of cut = 2.4 m<br/>Material = common earth<br/>Job Efficiency = 50min/hr <br/>Soil swell = 25%<br/>-<br/>paki pindot po sa \")
⏲ 3:25 👁 10K
_love-hot-husband-wife-arooj-pari-malik-akram-short-video-hot-shatir-boss-124-hindi-short-am-vlog-tv.webp "AM VLOG TV")
⏲ 26 seconds 👁 116K
_pakistani-actress-amna-haq-pussy-shot.webp "Annykhan0343")
_ce-board-hge-problem-25-hydraulics-and-geotechnical-engineering-ce-nov-2023.webp "Civil Engineering Licensure Board Exam Problems and Solutions. <br/><br/>Evaluate the plastic settlement, in meter(s), on a layer of plastic clay due to an increase of pressure caused by loads above it under the following conditions:<br/>initial intergranular pressure = 200 kPa<br/>increase in intergranular pressure = 120 kPa<br/>thickness of the clay layer = 8 m.<br/>coefficient of consolidation = 0.315<br/>void ratio of the clay = 1.132<br/>-<br/>paki pindot po sa \")
_lapdance-gone-wrong.webp "KBNJB _")
_awkward-scene-reporter-falls-in-love-with-badass-australian-bro-during-interview.webp "shallowchannel")
⏲ 1 minute 15 seconds 👁 30K
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